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Home My WebLink AboutContract 60762-PM1CSC No. 60762-PM1 PROJECT MANUAL FOR THE CONSTRUCTION OF PAVING, DRAINAGE, STREET LIGHT, & TRAFFIC SIGNAL IMPROVEMENTS TO SERVE INDEPENDENCE PARKWAY IPRC23-0098 City Project No. 104969 File No. W-2943 FID No. 30114-0200431-104969-EO7685 Mattie Parker David Cooke Mayor City Manager Christopher P. Harder, P.E. Director, Water Department Lauren Prieur Director, Transportation and Public Works Department 97t"A of r sa88 qufa TANYA N. WARBRITTON ............................... 128028 880"��-'Ss/ CE NS �NG.�� _ONAL _Z Prepared for The City of Fort Worth February 2024 PREPARED BY PELOTON LAND SOLUTIONS 9800 HILLWOOD PARKWAY, SUITE 250 FORT WORTH, TEXAS 76177 817-562-3350 TBPE Firm No. 12207 OFFICIAL RECORD CITY SECRETARY FT. WORTH, TX 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 1 of 5 SECTION 00 0010 TABLE OF CONTENTS DEVELOPER AWARDED PROJECTS Division 00 - General Conditions nno i�J ftwitatien to Bidders Last Revised 0 nt�o 00 41 00 00 42 43 awn Proposal Form Unit Price nn tna� i0T ' 05/22/2019 nno n�� 00 43 �� 1Ii-m�-u P, 2qual:r1tsti3.'-z nn tn o� , 01 4 nmo ., 2/2014 C 0045 12 Prequalification Statement 09/01/2015 nn n5 13 vv-rrr� �3�Fg: �JC�fi'i'�`�18f9 1�' lr,�I.L�t1�Yi 03,nv7T�'Zvi0 00 45 26 Contractor Compliance with Workers' Compensation Law 04/02/2014 1.004540 Mifiori 08/21/-2018 00 52 43 Agreement 06/16/2016 00 61 25 Certificate of Insurance 07/01/2011 00 62 13 Performance Bond 01/31/2012 00 62 14 Payment Bond 01/31/2012 00 62 19 Maintenance Bond 01/31/2012 i 00720oGeneral 00 73 00 Candifiens leme t&.7 Cviditia: c 1,i�c,.r/20P n''o inoi i I� 0073 10 Standard City Conditions of the Construction Contract for Developer 01/10/2013 ! Awarded Projects Division 01 - General Requirements Last Revised 01 1100 Summary of Work 12/20/2012 01 2500 Substitution Procedures 08/30/2013 1 01 31 19 Preconstruction Meeting 08/30/2013 n1 31 2n vrrrzv n . 7'�.:At 111:r.:I.:r11�C 07/0 ,2ni i vrrvi�-zorr 01 3233 Preconstruction Video 08/30/2013 01 3300 Submittals 08/30/2013 01 35 13 Special Project Procedures 08/30/2013 01 4523 Testing and Inspection Services 03/20/2020 f 01 5000 Temporary Facilities and Controls 07/01/2011 j 01 55 26 Street Use Permit and Modifications to Traffic Control 07/01/2011 01 5713 Storm Water Pollution Prevention Plan 07/01/2011 01 60 00 Product Requirements 03/20/2020 01 66 00 Product Storage and Handling Requirements 04/07/2014 01 70 00 Mobilization and Remobilization 04/07/2014 01 7123 Construction Staking 04/07/20 44 01 7423 Cleaning 04/07/2014 01 7719 Closeout Requirements 04/07/2014 01 78 23 Operation and Maintenance Data 04/07/2014 01 7839 Project Record Documents 04/07/2014 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 2 of 5 Technical Specifications which have been modified by the Engineer specifically for this Project; hard copies are included in the Project's Contract Documents NONE Technical Specifications listed below are included for this Project by reference and can be viewed/downloaded from the City's website at: httv:Hfortworthtexas.gov/tow/contractors/ Division 02 - Existing Conditions Last Revised 0241 13 Selective Site Demolition 12/20/2012 0241 1 Utility zwrv�wt/re.._idefmnet 12/20/2012 0241 15 Paving Removal 02/02/2016 f Division 03 - Concrete 03 30 00 Cast -In -Place Concrete 12/20/2012 0334 13 Controlled Low Strength Material (CLSM) 12/20/2012 03 34-16 Cenerete :ac Ma".'al fe+ T-r-eneh 12/�1 03 80 00 Modifications to Existing Concrete Structures 12/20/2012 Division 26 - Electrical 26 05 00 Cerrrrrr..r. W-h Reoulto faf Eleea ie-al 11/2212013 26-03-10 l3err.-�iti3:far.-.lZ=t,;aa. 5as 12QW201 260533 a /ni l��cnv/s�•��:... �✓ru fvr P1.cc��nocl �j-�4ams i V202 a f rt ,1 OW0 /20 i 26-03-43 rf,��xi DIr��a �w.. Lrcrwa�jo .0: 1t,�ir... ✓1��.�ts o-„o-�,-�� zv-v�v Ca;ltY.'Ic�Y.[Y?�t""'" vz-rzvrsvry Division 31 - earthwork 31 1000 Site Clearing 12/20/2012 31 23 16 Unclassified Excavation 01/28/2013 31 2323 Borrow 01/28/2013 31 24 00 Embankments 01/28/2013 31 25 00 Erosion and Sediment Control 12/20/2012 31 36 00 Gabions 12/20/2012 31 3700 Riprap 12/20/2012 Division 32 - 'xterior Improvements j3201 17 Pefffwn .t. AzplAt RivingAeoair '''"2012 32 0118 Tompormj A3;t--_A Pwii:mlkepaif 12/20/2012 1'l/^fzzr20/2012 32 1123 32 1129 Flexible Base Coufses Lime Treated Base Courses Treated Base !`....«.,..., 12/20/2012 32 1133 3�7 Ce„-,erA .E c L:Ku�i Tx��.-. � i2/'lzzrzv/'l2N2 no/2i 20i c Z7�6 k I�1c,:.c..lt Ic-ri: g 12/20/2012 � 32273 Asphsh Pav r, ✓mk- 9&-Aaea 12/7�Nl�L 3213 13 Concrete Paving 12/20/2012 32 13 20 Concrete Sidewalks, Driveways and Barrier Free Ramps 06/05/2018 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 3 of 5 321373 Concrete Paving Joint Sealants 12/20/2012 32 14 16 Brick Unit Paving 12/20/2012 i 32 16 13 Concrete Curb and Gutters and Valley Gutters 10/05/2016 32 1723 Pavement Markings 11/22/2013 32 1:7 25 I '27�J C-"N , A6,4&zaa Nintir !'L.ai Fences a„,7 Gates 1 0 t��3 121 nlc /2012_ 323126 -)AKrc Fera-ot-& .d Gates - � 12/20/2012 3231 2� i 3232 13 Weed Fe,,.ees and Gates Cast -in -Place Concrete Retaining Walls y 17/M�c012 06/05/201 3291 19 Topsoil Placement and Finishing of Parkways 12/20/20112 _l 3292 13 Hydro -Mulching, Seeding, and Sodding 12/20/2012 3293 43 Tfn:; and El�.ml5s 12/20/201 Division 33 - Ailities 330130 irvir: a:r+1 13301 3-1- C)3a3d C,-wait✓ii3i�wi (C 'TNI inspeefiae{ n�mo�t�o ZZ�v ]3yrass I11."I ping cf DAi3 ing ;crtvi• Eysteffis 1,0%012 3304 10 } Joint Gerresio Gentfei Test c+ +:e« ,''"2012 12i z 3304 12 Magnwiv n !' C th33;e-P1 Vod_-q ` jot== „�=z,-20120,1 33 04 30 Temncu —f W_&-' .r3rfiCes 070 r�01 1 30-^r" 0 - - - - Gleaning md t r1�,�.:.r�✓ T:ltlil� of n at;rr Mai:.a 02 116/20 i 3 310 cnCleaning of Sermv. Makto12/20/2012 3305 TO Utility T.-3roh E,�:�c.�.ik�, Embc&iart, urzd Bu;:�fll 12tea 33051-2 W&W U.)sc ? mAvri � - , � t l 3305 13 Frame, Cover and Grade Rings — Cast Iron 01/22/2016 f � 3 n� v5-� �i, Cj=Y r �.� C►w� l is gC ie ni,-2N20-1 v 3305 14 Adjusting Manholes, Inlets, Valve Boxes, and Other Structures to 12/20/2012 Grade 3305 16 Concrete Water Vaults 12/20/2012 3305 17 33 05 20 Concrete Collars A 12/20/2012 33 0524 ugei$ oring Tam O Uiyc� Plate 12A20t�y ' 2�0� '2'2T 0TGi SVrJ C :. m,& Pipe 12/20/2012 33 05 23 Han3 TurmJ�ng 12,90/2012 330524 .r i ��.1Rtinr, of c�r:'� Pip.- ��: casi�;� or T.rri � i �n ncnn�ni� 33 05 26 Ukllx-y N(arkefs,lbeeats s 1V20/2912 33 05 30 3 2�s5 Location of Existing Utilities 12/20/2012 n 33 11-1-0 Belts, Nuts and Gasket Duotic kan Pipe 12/- -2012 12/20�2012 zc Fittirra 12/2&2012 33 11 12 1131y iimi Ck ia:ido WVC\j Pmitafe-Pive 11/1&2018 3211 13 Eenef t P.a:?sa._- Pik, Bar Wra1;;:�d, E*azl Qflindc. T-,7c ,2tTLT20/2012 3 2� lure S-*eicl Prr arrd rztfiflts 12/20/2012 1 33-4210 1 rKah to 2 ine �,�T I 33 1211 j` au 12/20,9012I 33 1220 Rs,,�liwat F, 12 —0t2� I 2'2�= AWWA446ber E tmod J:11l1±-L'laN3s 12�^zsr2Oi201z� 33 1225 Evr'n'.0 0r, to Ev i3&zA Wfix � tb:MA 02 06/2�3 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Page 4 of 5 ��o 33 123 z tl m�TS ��rr Aa NWiv /1aa.w � ia.: � atou _ . 12/-2OA1n12 �� n 1 /n� 3 /�201T 33 1240 31� rc✓0 Fire Hydrmt5 all 1 c&^iF%' StG1la.-15 1212 3Z7 cn �1o r t t"�lr�..�rad Hla�l• �l F I�•a rlaac�i�aly 06/19/2013 �� 32�i aw-A i Pieee P41-i✓,CIlln� 1 ( 133 31 13 Rib.. �a�rJtit�Fn:1� Ftp� L r Cr :liq- ✓r-tim-, �✓erc::.� 12/-n//2 33 31 15 ' �]711t`,Y �E`ii1+i=F 11i;)i Stl:�t, Pel.,. thylene (t DPE-) T ipr, 67 u j 12/20/2017 Tz�-svrzvrz 3-3-3�-28 a..'yyi....1 Ghl. t a e r:�a (C r_I' !] ..rx•/i:j S�a.�7 .�wer-Fip 06/19/2013 � Pol:l Chloride (PVC) Closed 1W6114 Gravity Saflitafy Sew 33 31 21 Xpe 1222 33 31 22 3 Z�23Pipe ✓arlilwj Saar 1i1t Lizh rg 12/ 0/ 1 11 /7�12 33 343 S1 /1:\ Cat-meetionn mi L-ine nn/o� //2013 33317 22� riles t tirVahv:. fa: Sfl.ita j Fsive hfair a rest Ulaee ref ere* 12,�12 — 12/20/'71 33-39-28 i Manholes n..eeast rer, tc�T�'C,�11014s 12/20/2012 333930 '22� Pemba:: l �'/1rA� t9hers A Sl l.....a.....ater- A ....ess 12/�T2 12/-20/�z Gh....,.beF V —) 3341 10 Reinforced Concrete Storm Sewer Pipe/Culverts 07/01/2011 3�-4 -H 3341 12 High 9t'-_VkJ PLN!71•hyle fle ,ur,nl,+ o:,,c fv, Sts►ml Drdn Reim ..eed i1..1 lene Pip 12/�n1 1111 /1 5 33 46 00 (cnnc) het Ja�:al :fie 12/20/�2 33 4601 Sleffed--Siann DmI f!.; 07/0i;20H 33-4 Tl:`�'1i1i D'7'�lti vrrvrrzvrr 3349 10 Cast -in -Place Manholes and Junction Boxes 12/20/2012 33 49 20 Curb and Drop Inlets 12/20/2012 �07/01/2011 33 49 40 Storm Drainage Headwalls and Wingwalls Division 34 - Transportation 3441 10 Traffic Signals 10/12/2015 3441 10.01 Attachment A — Controller Cabinet 12/18/2015 3441 10.02 Attachment B — Controller Specification 02/2012 3441 10.03 Attachment C — Software Specification 01/2012 1111 M�13 3441 1T 3441 13 Refneyirg T7a1ffl\'Signa is 12l20/�0L 3441 5 keetmgular Rapid k11/22/2013 l :air,� 37c�-a:. --r� 3441 16 Pedestrian Hybrid Signal 11/22/2013 34 41 20 Roadway Illumination Assemblies 12/20/2012 34 41 20.01 Arterial LED Roadway Luminaires 06/15/2015 3444 � 20.02 Free•uwf L� Ra"1!my 1/i1•'� nc/1� r I5 344120.03 � Pz,,cWnfivl fP Pea wiw j LAw- jai: -is n6/10 c�20IS 3441 30 Aluminum Signs 11/12/2013 3441 50 Single -Mode Fiber Optic Cable 02/26/2016 3471 13 Traffic Control 11/22/2013 CITY OF FORT WORTH Independence Parkway -Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 00 00 00 STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Appendix Page 5 of 5 G-4.01 A-iailaNINty of Lands GC-4.02 Subsurface and Physical Conditions GG 4.91 Und-argrcumd I'oilti-as, GC 4.06 Hazardetis E p al r n di a+ Site GG 6 06.D Minefity and Women Ovffizd Dwmeo GG 6.0 ' Wage Rates GG 6.09 PefmtaM Uki:-Wes �.✓� �T(;S1��C�"1�IIiat13FI GR-01 60 00 Product Requirements END OF SECTION CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 00 42 43 DAP -BID PROPOSAL P.gc 1 or6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application )NDEPENDENCE PARKWAY - PAVING. DRAINAGE, STREET LIGHT. & TRAFFIC SIGNAL Project Item Information Bidder's Proposal Bidlist Iteml Description Specification Unit of Bid Quantity Unit Price I Bid Value No. Section No. Measure F PAVING IMPROVEMENTS 1 0241.0500 Remove Fence 0241 13 LF 2,671 $6.00 $16.026.00 1 2 0241.1000 Remove Conc Pvmt 0241 13 SY 137 $30.00 $4.110.00 f 3 0241.1300 Remove Conc Curb&Gutter 0241 15 LF 339 $30.00 $10,170.001 4 2605.3011 2" CONDT PVC SCH 40 M 26 05 33 LF 180 $24.00 $4.320.001 5 2605.3021 3" CONDT PVC SCH 40 M 25 05 33 LF 266 $28.00 $7,448.001 6 2605.3031 4" CONDT PVC SCH 40 M 26 05 33 LF 1,986 $30.00 $59.580.001 7 3110.0101 Site Clearino 31 1000 LS 1 $75.000.00 $75,000.001 8 3123.0101 Unclassified Excavation by Plan 'Cut Per Plan'. 31 2316 CY 29,981 $9.50 $284,819.501 1 9 3123.0103 Borrow by Plan {Fill Per Plan. 3123 16 CY 56,631 $13.00 $736.203.001 i 10 3125.0101 SWPPP >_ 1 acre 31 2500 LS 1 135 000.00 $135,000.001 11 3211.0400 Hsdrated Lime (Concrete Pavement. 32 11 29 TN 690 $275.00 $189.750.001 12 3211.0502 8" Lime Treatment Concrete Pavement 33 13 20 SY 33,480 $6.00 $200.880.00 13 I3213.0105 10" Conc Pvmt 32 13 13 SY 31.163 $136.00 $4 238,168.00 �624,096.001 14 3213.0301 4" Conc Sidewalk 32 13 20 SF 104,b16 $6.00 15 3213.0504 Barrier Free Ram:), Ty; a M-2 33 13 20 EA 5 $3,400.00 $17.000.00 16 3213.0506 Barrier Free Ram::, T.,pe P-1 33 13 20 EA 6 $3,200.00 $19,200.00 17 3213.0510 Barrier Free Ram:-, Tyr a C-3 33 13 20 EA 4 $3 400.00 $13.600.00 18 3216.0101 6" Conc Curb and Gutter 32 16 13 LF 19.125 i12.00 $229.500.00 19 3291.0100 Tousoil 3291 19 CY 3,310 _ _ $28.00 $92.680.00 20 3292.0100 Block Sod Placement 32 92 13 SY 19.860 S8.00 $158,880.00 21 3292.0400 Seeding, Hydromulch 32 92 13 SY 47,596 $4.00 $190.384.00 22 3471.0001 Traffic Control 3471 13 MO 3 $17,000.00 $51.000.00 j 23 9999.0001 Remove Stand Phoe 00 00 00 EA 1 $2,500.00 $2.500.00 24 9999.0002 Remove Gravel Drive 00 00 00 SY 1,300 $12.00 $15,600.00 25 9999.0003 Remove End of Roadwa: Barricade 00 00 00 LF 100 $5.00 $500.00 26 9999.0004 6" CONDT PVC SCH 40 1T� 00 00 00 LF 1,806 $40.00_ $72 240.00 27 9999.0005 Adjust Exisfinq Gate Valve & Vault to Grade 00 00 00 EA 3_ $6 5500.00 19, 00.00 1 28 9999.0006 Adjust Existinq Air Assemblv to Grade 00 00 00 EA 1 $4,5�0.0o $4,500.00 29 9999.0007 Adiust Existjnq Blow -Off Valve to Grade 00 00 00 EA _ 2 $5rr500.00 _ $11`000.00 30 9999.0008 Concrete Pavers 00 00 00 SF 4,045 $15.00 $60,ti75.00 31 9999.0009 12" Curb Wall on Sidewalk 00 00 00 LF 59 $80.00 S4,720.00 PAVING IMPROVEMENTS $7,549,049.50 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJEC IS I- Version My 22, 2019 00 42 43_SD-PVG_Bid P.T..l_DAP.ak 00 42 43 DAP-DIDPROPOSAL Page2 af6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application NDEPENDENCE PARKWAY - PAVING. DRAINAGE. STREET LIGHT & TRAFFIC SIGNAL Project Item Information Bidder's Proposal Bidlist Item Description Specification Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure 1 STORM DRAIN IMPROVEMErrS 1 0241.3023 Remove 48" Storm Line 0241 14 LF 5 $50.00 $250.00 1 2 0241.3402 Remove 5' Storm Junction Box 0241 14 EA 1 $2,500.00 $2 500.00 1 3 0241.4202 Remove 5' Dror Inlet 0241 14 EA 2 $2,500.00 $5 000.00 1 j 4 0241.4401 Remove Headwall/SET 0241 14 EA 1 $7.500.00 $7 500.001 5 3137.0102 Large Stone Rir,rap, Dry 31 3700 SY 1,968 $155.00 $305 040.001 6 3305.0109 Trench Safety 33 05 10 LF 3,996 $9.00 $35,964.001 7 3341.0102 18" RCP, Class III 3341 10 LF 3 $85.00 $255.001 8 3341.0201 21" RCP, Class III 3341 10 LF 537 $95.00 $51.015.00 9 3341.0202 21" RCP, Class IV 3341 10 LF 116 $125.00 $14,500.00 10 3341.0205 24" RCP, Class III 3341 10 LF 957 $105.00 $100.485.00 11 3341.0208 27" RCP, Class III 3341 10 LF 206 $120.00 524.720.00 12 3341.0302 30" RCP, Class III 3341 10 LF 456 $135.00 $61.560.00 13 3341.0402 42" RCP, Class III 3441 10 LF 13 $205.00 $2,665.00 14 3341.1002 Tx3' Box Culvert 3341 10 LF 440 $310.00 $136.400.00 15 3341.1101 4'x2' Box Culvert 3341 10 LF 1,035 $315.00 $326,025.00 16 3341.1102 4'x3' Box Culvert 3341 10 LF 233 $335.00 $78.055.001 17 3349.0001 4' Stonn Junction Box 33 49 10 EA 5 $8,500.00 $42.500.001 18 3349.0002 5' Storm Junction Box 33 49 10 EA 1 $11,500.00 $11.500.001 19 3349.0003 6' Storm Junction Box 33 49 10 EA 1 $14,500.00 $14 500.00 1 20 3349.6001 10' Recessed Inlet 33 49 20 EA 17 $6,200.00 $105 400.001 21 3349.6002 15' Recessed Inlet 33 49 20 EA 3 $7,200.00 $21 600.001 22 3349.7001 4' Dro;, Inlet 34 49 20 EA 1 $6,500.00 $6 500.001 23 9999.0010 TxDOT HDWL TWe (SW-0) (4'x3' RCB) 00 00 00 EA 1 $18,500.00 18.500.001 24 9999.0011 TxDOT HDWL Type (PW-2) [3'x3' RCB; 00 00 00 EA 1 $71,500.00 1•71 500.001 25 9999.0012 12'X10' Drop Inlet 00 00 00 EA 1 $42,500.00 $42 500.00 26 9999.0013 Concrete Collar 00 00 00 EA 1 $1,000.00 51 000.00 27 9999.0014 Gabion Baskets 00 00 00 CY 97 $800.00 r;77 600.00 28 9999.0015 Gabion Mattress 00 00 00 CY 60 $600.00 $36 000.00 29 9999.0016 12'X7' Storm Junction Box 00 00 00 EA 1 $40,500.00 w40 500.00 30 9999.0017 10' Recessed Inlet Top 00 00 00 EA 1 $4,500.00 $4 500.00 STORM DRAIN IMPROVEMENTS $1,646,034.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS -DEVELOPER AWARDED PROJECTS Form Vmion May 22, 2019 00424i SD-PVG_Bid Pr posal_DAPxk 00 42 43 DAP -BID PROPOSAL Pogo 3 af6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application NDEPENDENCE PARKWAY - PAVING DRAINAGE STREET LIGHT. & TRAFFIC SIGNAL Project Item Information Bidder's Proposal Bidlist Item) Description Specification I Unit of Bid Quantity Unit Price Bid Value No. Section No. Measure l PAVING MARKINGS & SIGNAGE IMPR )VEMENTS 1 3217.4402 Remove Lane Legend Arrow 32 1723 EA 4 $200.00 $800.00 2 3217.4404 Remove Lane Legend Only 32 1723 EA 2 $200.00 $400.001 4 3441.4108 Remove Sign Panel and Post 3441 30 EA 5 $300.00 $1.500.001 h 5 3441.4109 Remove Sign Panel 344 30 EA 3 $200.00 $600.001 7 3217.0103 6" BRK Pvmt Marking HAS W) 32 17 23 LF 11381 $5.00 $56.905.00 8 3217.0101 6" SLD Pvmt Marking HAS ,W) 32 17 23 LF 1906 $5.00 $9,530.00 9 3217.0102 6" SLD Pvmt Marking HAS M 32 17 23 LF 488 $5.00 $2,440.00 10 3217.0201 8" SLD Pvmt Marking HAS (W) 32 17 23 LF 1618 $7.00 $11.326.00 11 3217.0401 18" SLD Pvmt Marking HAE (W) 32 17 23 LF 420 $20.00 $8,400.00 12 3217.0401 18" SLD Pvmt Marking HAE M 32 1723 LF 45 $22.00 $990.00 13 3217.0501 24" SLD Pvmt Marking HAE (W) 32 17 23 LF 894 $30.00 $26.820.00 14 3217.2102 REFL Raised MarkerTY I-C 32 17 23 EA 81 $6.00 $486.00[ 15 3217.2104 REFL Raised MarkerTY II-C-R 33 17 23 EA 286 $6.00 $1-716.001 16 3217.1002 Lane Legend Arrow 32 17 23 EA 18 $750.00 $13-500.001 17 3217.1004 Lane Legend Only 32 17 23 EA 18 $750.00 $13.500.00[ 18 3441.4006 Install Alum Sign Ground Mount 3441 30 EA 15 $1,250.00 $18.750.001 19 3441.4007 Install Alum Sign Ex Pole Mount 3441 30 EA 9 $850.00 $7.650.001 20 9999.0018 6" SLD Pavement Marking (Black) 3541 30 LF 1,280 $4.00 $5.120.001 21 9999.0019 12" X 18" White Trianple Yield Lines 3541 30 EA 9 $850.00 $7,650.001 22 9999.0020 Remove Pavement Marking 00 00 00 LF 3,395 $2.00 $6.790.001 PAVINQ2 M,4RKLNCp.$.4.-$!QNAQF,. MPRQVEIuIENTtS $194.873.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUW.NTS - DEVELOPER AWARDED PROJECTS F- V-i-Mey 22, 2019 00 42 43_SD PVG_Did Pmp..l_DAP.As 00 42 43 DAP - BID PROPOSAL Page 4 of 6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application INDEPENDENCE PARKWAY - PAVING DRAINAGE. STREET LIGHT. & TRAFFIC SIGNAL IProject Item Information Bidder's Proposal ]BidlistItem I Description Specification jI Unitof Bld Quantity I Unit Price Bid Value No. Section No. I Measure III STREET LIGHT IMPROVEMEtTS 1 1 12605.3014 2" CONDT RM {Riser) 26 05 33 EA 30 $22.00 $660.00 2 2605.3015 2" CONDT PVC SCH 80 m 26 05 33 LF 11.470 $20.00 $229,400.00 1 3 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 635 $3B.00 $24.130.00 f 4 3305.0103 Exploratory Excavation of Existing Utilities 33 05 30 EA 10 $250.00 $2.500.001 [ 5 3441.1405 NO 2 Insulated Elec Condr 3441 10 EA 37.680 $5.25 $197.820.00 6 3441.1502 Ground Box Type B, w/Apron 3441 10 EA 9 $950.00 $8.550.00 1 7 3441.1645 Fumish/Install Type 33A Arm 3441 20 EA 63 $850.00 $53.550.00 1 8 3441.1772 Furnish/Install 240-480 Volt Single Phase Transocket Metered Pedestal 3441 20 EA 1 $12 000.00 $12.000.001 f 9 3441.3051 Furnish/Install LED Liqhtinq Fixture 1137 watt ATB2 Cobra Head1 3441 20 EA 63 $800.00 $50.400.001 10 3441.3302 Rdwv Ilium Foundation TY3,5.6, and 8 3441 20 EA 63 $1.800.00 $113.400.001 11 3441.3342 Rdwv Ilium TY 18 Pole 3441 20 EA 63 $3.400.00 $214.200.00 12 3441.3411 Reconnect Conductor 3441 20 EA 3 51.200.00 $3.600.00 13 3441.3501 Salva,ae Street Light Pole 3441 20 EA 7 $700.00 $4.900.00 14 9999.0021 Demolish Existing Underqround Conduit and Conductors 26 05 10 LF 1.405 $18.00 525.290.00 15 9999.0022 Demolish Existing Ground Box with Aiiron 26 05 10 EA 2 $300.00 $600.00 16 9999.0023 Demolish Existing Light Pole Foundation 00 00 00 EA 7 $400.00 $2.800.00 STREET LIGHT IMPROVEMENTS $943.800.00 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUNIENIs - DEVELOPER AWARDED PROJECTS Foam Version May 22, 2019 00 4243_SD-PVG_Bid Proposal_DAP >b 004243 DAY- BID PROPOSAL Page 5 of6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application INDEPENDENCE PARKWAY - PAVING. DRAINAGE. STREET LIGHT, & TRAFFIC SIGNAL Project Item Information Bidder's Proposal Bidlisl Item Description Specification Unit of Bid Quantity Unit Price Bid Value NO Section No. Measure TRAFFIC SIGNAL IMPROVE ME VTS 1 2605.0111 Furnish/Install Elec Sery Pedestal 26 05 00 EA 1 $16.500.00 $16,500.001 2 2605.3015 2" CONDT PVC SCH 80 (T) 26 05 33 LF 95 $40.00 $3.800.00 3 2605.3016 2" CONDT PVC SCH 80 (B) 26 05 33 LF 160 $90.00 $14.400.00 4 2605.3025 3" CONDT PVC SCH 80 (T) 26 05 33 LF 130 $42.00 $5.460.00 5 2605.3026 3" CONDT PVC SCH 80 (B) 26 05 33 LF 315 $92.00 $28.980.00 1 6 2605.3031 4" CONDT PVC SCH 40 (T) 26 05 33 LF 60 $46.00 $2,760.00 7 2605.3032 4" CONDT PVC SCH 40 (B) _ 26 05 33 LF 605 $96.00 $58.080.00 8 3441.1001 3-Sect Signal Head Assmblv 3441 10 EA 10 $3.000.00 $30,000.00 9 3441.1002 4-Sect Signal Head Assmbly 3441 10 EA 4 $4.000.00 $16.000.00 10 3441.1011 Ped Signal Head Assni 3441 10 EA 8_ $2.100.00 $16.800.00 1 11 3441.1031 Audible Pedestrian Pushbutton Station 3441 10 EA 8 $3.400.00 $27.200.00 12 3441.1209 Furnish/Install BBU System EXT Mounted 3441 10 EA _ 1_ $12.000.00 $12,000.00 1 13 3441.1215 Furnish/Install Hybrid Detection System 3441 10 APR 4 $12,800.00 $51.200.00 14 3441.1220 Furnish/Install Model 711 Preemption Detector 3441 10 EA 4 $4.200.00 $16,800.00 15 3441.1224 Fumish/Install Preemption Cable 3441 10 LF 1.025 $5.00 $5.125.00 16 3441.1250 Furnish/Install PTZ Camera 3441 10 EA 1 $12.000.00 $12.000.00 17 3441.1255 Furnish/Install Communication Modem 3441 10 EA 1 $5.500.00 55500.00 18 3441.1260 Furnish/Install CAT5 Ethernet Cable 3441 10 LF 1,365 S5.00 $6.825.00 19 3441.1311 5/C 14 AWG Multi -Conductor Cable 3441 10 LF 2.640 $5.00 $13.200.00) 20 3441.1312 7/C 14 AWG Multi -Conductor Cable 3441 10 LF 280 $5.00 $1.400.001 21 3441.1315 20/C 14 AWG Mufti -Conductor Cable 3441 10 LF 825 $12.00 $9,900.001 22 3441.1322 3/C 14 AWG Multi -Conductor Cable 3441 10 LF 1,780 $5.00 $8,900.001 23 3441.1408 NO 6 Insulated Elec Condr 3441 10 LF 435 $5.00 $2.175.001 24 3441.1410 NO 10 Insulated Elec Condr 3441 10 LF 1.310 $2.00 $2.620.001 25 3441.1414 NO 8 Bare Elec Condr 3441 10 LF 1,035 $4.00 $4,140.001 26 3441.1501 Ground Box Type B 3441 10 EA 1 $3.800.00 $3.800.001 27 3441.1502 Ground Box Type B, w/Apron 3441 10 EA 5 $1,250.00 $6.250.001 28 3441.1503 Ground Box Type D, w/Apron 3441 10 EA 1 $1.450.00 $1.450.001 29 3441.1506 Ground Box Tvpe D 3441 10 EA 2 $4.400.00 $8,800.001 30 3441.1603 Fumish/Install 10'- 14' Ped Pole Assmb!; 3441 10 EA 5 $4.500.00 $22.500.001 31 3441.1612 Fumish/Install Type 42 Signal Pole 3441 10 EA 1 $16.500.00 $16,500.001 32 3441.1613 Fumishllnstall Type 43 Signal Pole 3441 10 EA 1 $19 500.00 $19.500.001 33 3441.1615 Fumish/Install Type 45 Signal Pole 3441 10 EA _ 2 $20 500.00 $41.000.001 34 3441.1624 Furnish/Install Mast Arm 40'- 48' 3441 10 EA 2 $12.000.00 $24.000.001 35 3441.1625 Fumishllnstall Mast Arm 52' - 60' 3441 10 EA 2 $15,000.00 S30,000.001 36 3441.1701 TY 1 Signal Foundation 3441 10 EA 5 $4,500.00 $22,500.001 37 3441.1703 TY 3 Signal Foundation 3441 10 EA 1 S6,500.00 $6,500.001 38 3441.1704 TY 4 Signal Foundation 3441 10 EA 1 $8,500.00 $8,500.001 39 3441.1705 TY 5 Signal Foundation 3441 10 EA 2 $9,500.00 $19.000.001 40 3441.1715 Signal Cabinet Foundation - 352i & BBU 3441 10 EA 1 $7.500.00 $7.500.001 41 3441.1725 Fumish/Install ATC SlyBat Controller 3441 10 EA 1 $7,000.00 $7 000.001 42 3441.1741 Furnish/Install 352i Controller Cabinet Assembi. 3441 10 EA 1 i30,500.00 $30.500.001 43 3441.3051 Furnish/Install LED Li,htiny Fixture 1137 watt ATB2 Cobra Head; 3441 20 EA 3 $800.00 $2.400.001 44 3441.4001 Fumish/Install Alum Sign Mast Arm Mount 3441 30 EA 1 $1.000.00 $1 000.00 1 TRAFFIC SIGNAL IMPROVEMENTS $650,465.001 CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCIIMF.NTS -DEVELOPER AWARDED PROJECTS I- V-ia. May 22, 2019 00 42 43_SD-PVG-Bid Pr"purel_DAP..L 004243 DAP -RID PROPOSAL Page 6 of6 SECTION 00 42 43 Developer Awarded Projects - PROPOSAL FORM UNIT PRICE BID Bidder's Application )NDEPENDENCE PARKWAY - PAVING. DRAINAGE- STREET LIGHT. & TRAFFIC SIGNAL Project Item Information Bidder's Proposal Bidlist Itemf i SpeCifiCation Description 1 Unit of Bid Quantity Unit Price Bid Value No. + Section No. I Measure Meas1 Bid Summary PAVING IMPROVEMENTS $7.549 049.501 STORM DRAIN IMPROVEMENTS I $1 646 034.00, f PAVEMENT MARKING & SIGNAGE IMPROVEMENTS F194.873.00 STREET LIGHT IMPROVEMENTS $943 800.00 TRAFFIC SIGNAL IMPROVEMENTS $650,465.00 Total Construction Bid $10,984,221.50 This Bid is submitted by the entity named below: BIDDER: BROCK HUGGINS CONATSER CONSTRUCTION TX, L.P. 5327 W ICHITA STREET FORT WORTH, TX 76119 President 11/22/2023 Contractor agrees to complete WORK for FINAL ACCEPTANCE within CONTRACT commences to run as provided in the General Conditions. 280 working days after the date when the CITY OF FORT WORTI I STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS I= Version May 22, 2019 00 42 43_SD-PVG_Bid Pmposal_DAP <N 0045 12 DAP PREQUALMCATION STATFM F- r Page 1 or J SECTION 00 4512 DAP - PREQUALIFICATION STATEMENT Each Bidder is required to complete the information below by identifying the prequalified contractors and/or subcontractors whom they intend to utilize for the major work type(s) listed. In the "Mayor Work Tyne" box provide the ,com lep _ to major work type and actual description as provided by the Watpr De artment for water and sewer and TPW for paving;. Major Work Type Contractor/Subcontractor Company Naive I Pfcquulificntiurl Expiration Date Concrete Co:n/Recon Unlimited G � r t � �,� T , �—p 12.1 1 / �-4 . .. . ..... .......... ... - I 4 The undersigned hereby certifies that the contractors and/or subcontractors described in the table above are currently prequalified for the work types listed. BIDDER: ay: CCX1Glt5�C,Cx�StYL.tCC� rX,LP 1Y�7CUCiYI Company (Please Print) Signature: W 1M Address Title: d cn City/State/Zip (Please Print) Date: -SC&^u.o.r-� 'Ls, Z07.9 END OF SECTION CJTr OF FORT WORTH Independence Parkway —Paving, Drainage, Street lights, & rrafc Signal improvements STANDARD CONSTRUtMON PREQUALIFICATION STATEMENT - DEVELOPER AWARDED PROJECTS City Pralect ft . 204969 Form VerCon September 1, 201S 00 45 26 - 1 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW Page 1 of 2 1 SECTION 00 45 26 2 CONTRACTOR COMPLIANCE WITH WORKER'S COMPENSATION LAW 3 Pursuant to Texas Labor Code Section 406.096(a), as amended, Contractor certifies that it 4 provides worker's compensation insurance coverage for all of its employees employed on City 5 Project No. 104969 Contractor further certifies that, pursuant to Texas Labor Code, Section 6 406.096(b), as amended, it will provide to City its subcontractor's certificates of compliance with 7 worker's compensation coverage. 8 9 CONTRACTOR: 10 11 By: FTC� ti1 YES 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 Company Address fov-f Wcvyh. tx -1 oI ICl City/State/Zip THE STATE OF TEXAS § COUNTY OF TARRANT § (Please Print) It Signature: ts Title: 1� eStC�2r�t (Please Print) BEFORE ME, the undersigned authority, on this day personally appeared i •. ; known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he/she executed the same as the act and deed of wes- o—)f for the purposes and consideration therein expressed and in the capacity therein stated. GIVEN UNDER MY HAND AND SEAL OF OFFICE this Jaf1L.lCx� _ ; 2o-94 4 y KA ERI EAOsf Notary Public, State of Texas u m ID# 133467933 1 OFt�}P My Commission Expires November 30, 2025 10 day of 1 Notary Public in and for the State of Texas CITY OF FORT WORTH Independence Parkway— Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS City Project No. 104969 Revised April 2, 2014 004526-2 CONTRACTOR COMPLIANCE WITH WORKER'SCOMPENSATION LAW Page 2 of 2 END OF SECTION CITY OF FORT WORTH STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS Revised April 2, 2014 Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements City Project No. 104969 005243-1 1 2 SECTION 00 52 43 AGREEMENT Developer Awarded Project Agreement Page 1 of 6 3 4 THIS AGREEMENT, authorized on January 25, 2024 is made by and between the Developer, 5 Hillwood Alliance Services, LLC, a Texas limited liability Company, authorized to do business in 6 Texas ("Developer") , and Conatser Construction TX, LP, authorized to do business in Texas, 7 acting by and through its duly authorized representative, ("Contractor"). 8 Developer and Contractor, in consideration of the mutual covenants hereinafter set forth, agree 9 as follows: 10 Article 1. WORK 11 Contractor shall complete all Work as specified or indicated in the Contract Documents for the 12 Project identified herein. 13 Article 2. PROJECT 14 The project for which the Work under the Contract Documents may be the whole or only a part 15 is generally described as follows: 16 Paving, drainaqe, street light, and traffic siqnal Improvements to serve Independence Parkway 17 CPN:104969 18 Article 3. CONTRACT TIME 19 3.1 Time is of the essence. 20 All time limits for Milestones, if any, and Final Acceptance as stated in the Contract 21 Documents are of the essence to this Contract. 22 3.2 Final Acceptance. 23 The Work will be complete for Final Acceptance within { 280 } working days after the date 24 when the Contract Time commences to run as provided in Paragraph 12.04 of the 25 Standard City Conditions of the Construction Contract for Developer Awarded Projects. 26 3.3 Liquidated damages 27 Contractor recognizes that time is of the essence of this Agreement and that Developer 28 will suffer financial loss if the Work is not completed within the times specified in 29 Paragraph 3.2 above, plus any extension thereof allowed in accordance with Article 10 of 30 the Standard City Conditions of the Construction Contract for Developer Awarded CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised June 16, 2016 005243-2 Developer Awarded Project Agreement Page 2 of 6 31 Projects. The Contractor also recognizes the delays, expense and difficulties involved in 32 proving in a legal proceeding the actual loss suffered by the Developer if the Work is not 33 completed on time. Accordingly, instead of requiring any such proof , Contractor agrees 34 that as liquidated damages for delay (but not as a penalty), Contractor shall pay 35 Developer Zero Dollars 36 ($ 0.00 ) for each day that expires after the time specified in Paragraph 3.2 for Final 37 Acceptance until the City issues the Final Letter of Acceptance. 38 Article 4. CONTRACT PRICE 39 Developer agrees to pay Contractor for performance of the Work in accordance with the 40 Contract Documents an amount in current funds of ten million, nine hundred eiohty four thousand, 41 two hundred twenty one dollars, and fifty cents 42 Article S. CONTRACT DOCUMENTS 43 5.1 CONTENTS: 44 A. The Contract Documents which comprise the entire agreement between Developer 45 and Contractor concerning the Work consist of the following: 46 1. This Agreement. 47 2. Attachments to this Agreement: 48 a. Bid Form (As provided by Developer) 49 1) Proposal Form (DAP Version) 50 2) Prequalification Statement 51 3) State and Federal documents (project specific) 52 b. Insurance ACORD Form(s) 53 c. Payment Bond (DAP Version) 54 d. Performance Bond (DAP Version) 55 e. Maintenance Bond (DAP Version) 56 f. Power of Attorney for the Bonds 57 g. Worker's Compensation Affidavit 58 h. MBE and/or SBE Commitment Form (If required) 59 3. Standard City General Conditions of the Construction Contract for Developer 60 Awarded Projects. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised June 16, 2016 005243-3 Developer Awarded Project Agreement Page 3 of 6 61 4. Supplementary Conditions. 62 5. Specifications specifically made a part of the Contract Documents by attachment 63 or, if not attached, as incorporated by reference and described in the Table of 64 Contents of the Project's Contract Documents. 65 6. Drawings. 66 7. Addenda. 67 8. Documentation submitted by Contractor prior to Notice of Award. 68 9. The following which may be delivered or issued after the Effective Date of the 69 Agreement and, if issued, become an incorporated part of the Contract 70 Documents: 71 a. Notice to Proceed. 72 b. Field Orders. 73 c. Change Orders. 74 d. Letter of Final Acceptance. 75 76 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised June 16, 2016 005243-4 Developer Awarded Project Agreement Page 4 of 6 77 Article 6. INDEMNIFICATION 78 6.1 Contractor covenants and agrees to indemnify, hold harmless and defend, at its own 79 expense, the city, its officers, servants and employees, from and against any and all 80 claims arising out of, or alleged to arise out of, the work and services to be performed by 81 the contractor, its officers, agents, employees, subcontractors, licenses or invitees under 82 this contract. This indemnification provision is specifically intended to operate and be 83 effective even if it is alleged or vroven that all or some of the damages being sought 84 were caused, in whole or in part. by anv act, omission or negligence of the citv. This 85 indemnity provision is intended to include, without limitation, indemnity for costs, 86 expenses and legal fees incurred by the city in defending against such claims and causes 87 of actions. 88 89 6.2 Contractor covenants and agrees to indemnify and hold harmless, at its own expense, 90 the city, its officers, servants and employees, from and against any and all loss, damage 91 or destruction of property of the city, arising out of, or alleged to arise out of, the work 92 and services to be performed by the contractor, its officers, agents, employees, 93 subcontractors, licensees or invitees under this contract. This indemnification provision 94 is specifically intended to operate and be effective even if it is alleged or vroven that all 95 or some of the damages being soueht were caused, in whole or in part, by anv act, 96 omission or negligence of the citv. 97 98 Article 7. MISCELLANEOUS 99 7.1 Terms. 100 Terms used in this Agreement are defined in Article 1 of the Standard City Conditions of 101 the Construction Contract for Developer Awarded Projects. 102 7.2 Assignment of Contract. 103 This Agreement, including all of the Contract Documents may not be assigned by the 104 Contractor without the advanced express written consent of the Developer. 105 7.3 Successors and Assigns. 106 Developer and Contractor each binds itself, its partners, successors, assigns and legal 107 representatives to the other party hereto, in respect to all covenants, agreements and 108 obligations contained in the Contract Documents. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised June 16, 2016 005243-5 Developer Awarded Project Agreement Page 5 of 6 109 7.4 Severability. 110 Any provision or part of the Contract Documents held to be unconstitutional, void or 111 unenforceable by a court of competent jurisdiction shall be deemed stricken, and all 112 remaining provisions shall continue to be valid and binding upon DEVELOPER and 113 CONTRACTOR. 114 7.5 Governing Law and Venue. 115 This Agreement, including all of the Contract Documents is performable in the State of 116 Texas. Venue shall be Tarrant County, Texas, or the United States District Court for the 117 Northern District of Texas, Fort Worth Division. 118 119 7.6 Authority to Sign. 120 Contractor shall attach evidence of authority to sign Agreement, if other than duly 121 authorized signatory of the Contractor. 122 123 IN WITNESS WHEREOF, Developer and Contractor have executed this Agreement in multiple 124 counterparts. 125 126 This Agreement is effective as of the last date signed by the Parties ("Effective Date"). 127 128 129 130 131 132 133 134 135 136 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised June 16, 2016 137 Contractor: Developer: 005243-6 D"e toper Awarded Project Agreement Page 6 of 6 CiCiMiSer (fX-),riYi_ CtCYO T)�:i-P - Hillwaod Alliance Services, LLC, a Texas limited liability company (Si tare) {Print Name) Title: Pt--iE�s#dr Company Name: ;~`or-at$CT- -1&nY1.f cncn T-X , L-P Address: City/State/Zip: —...-._r' Yf 1,'1� r '1.TX �an 2S �-4 Date By: ki (Signature) r�IeIG ��oo (printed Name) Ttle: -yp Company name: l S .Hood i)ll;t+uce S&v;ust LLC. Address: � N .P - City/State/Zip: Dr�`k LTA 7Cnl7"7 Date CITY OF FORT WORTH independence Porkwoy - Pawing, Drainage, Street lights, & Traffic Signul Jmpra vements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS - DEVELOPER AWARDED PROJECTS Coy 1'rafect No.1D4969 Revised June 16, 2016 ® Bond No. 0256220 006213-1 PFRFORMAWE BOND Page 10 3 1 SECr1QN 00 621.3 2 PERFORMANCE BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF TARRANT § 7 That we, Conatser Construction TX, L.P. known as 8 "Principal" herein and _ Serk?ey_Iilsurance Compan—,a corporate 9 su rety(sureties, if more than one) duly authorized to do business in the State of Texas, known as 10 "Surety" herein (whether one or more), are held and firmly bound unto the Developer, Hillwood 11 Alliance Services, LLC authorized to do business in Texas ("Developer") and the City of Fort 12 Worth, a Texas municipal corporation ("City"), in the: penal sum of, Ten Million, Nine Hundred Eighty Four 13 Thousand, Hundred Twenty One and 501100---- Dollars ($ 10,984,221.50 }, 14 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas for the 15 payment of which suns well and truly to be made jointly unto the Developer and the City as dual 16 obiigees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 17 and severally, firmly by these presents. 18 WHEREAS, Developer and City have entered into an Agreement for the construction of 19 community facilities in the City of fort Worth by and through a Community Facilities Agreement, 20 CFA Number CFA23-0155; and 21 WHEREAS, the Principal has entered into a certain written contract with the Developer awarded 22 the Z $ day of _ w -- — 20 9 which Contrast is hereby referred to and made a 23 part hereof for all purposes as if fully set forth herein, to furnish all materials, equipment labor 24 and other accessories defined bylaw, in the prosecution of the Work, including any Change 25 Orders, as provided for in said Contract designated as Paving, Drainage, Street Light, & Traffic 2-6 signal Improvements to serve independence Parksvrry. 27 NOW, THEREFORE, the condition of this obligation is such that if the said Principal shall 28 faithfully perform it obligations underthe Contract and shall in all respects duly and faithfully 29 perform the Work, including Change Orders, under the Contract, according to the plans, CITY Or FORT NORTH independence PDrkway —Paving, Drolnage, Street lights, & T10ffkSi9n12l to PM-ements =^"D PO CATV CMOMONS— 0tVCL0PLR CFty Fe Jett No.104969 Revised ]anuxy31, 2012 006213-2 PERFORMANCE BOND Page 2 of 3 1 specifications, and contract documents therein referred to, and as well daring any period of 2 extension of the Contract that may be granted on the part of the Developer and/or City, then 3 this obligation shall be and become null and void, *therwise to remain in full force and effect. 4 PROVIDED FURTHER, that if arty legal action be filed on this Bond, venue shall lie in 5 TarratitCuunty, Texas orthe United States District Court for the Northern District of Texas, Fort 6 Worth Division. 7 This bond is made and executed in compliance With the provisions of Chapter 2253 of S the Texas Government Cade, as amended, and all liabilities on this bond shall be determiner! in 9 accordance with the provisions of said statue. 10 IN WITNESS WHEREOF, the Principal and the Surety have SIGNED and SEALED this 11 instrument by duly authorized agents and officers on this the Z day of 12 20 7_ J' 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 PRINCIPAL: Conatser Construction TX, L.P. ATTEST BY: ' Signature } , Brock Huggins, President (Principal) Secretary Name and Title Address. 5327 Wichita St. Fort Worth, TX 76119 Witness as to Principal C rY OF FORT WORTH I„deprade— Pvrk—Y — mvfarg, Drvrrsnge. street Lights, & Traffic S4WW lmpmWMArits STAfiDr+ltD CITY CONnrnON5 — DEVELOPER AWARDW PROJECTS CUY Project too.104969 Revised Sanuary31, Z012 1 2 3 4 S 6 7 ATTEST: 8 9 10 11 12 (Surety) Secretary 13 14 15 17 17 18 Witness as to Surety 19 20 21 22 W6213-3 PERFORMANCE BOND Page 3 of 3 SURETY: Berkley Insurance Company Signature Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 _ Telephone Number: 2141989-0000 23 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract 24 from the by-laws showing that this person has authority to sign such obligation. if 2S Surety's physical address is different from Its mailing address, both must be provided. 26 27 The date of the bond shall not be prior to the date the Contract is awarded. 28 CITY OF FORT WORTH Jndep*ndancr Pw*m i,—Aawng, bWvkwgs, Street sights & TrafficStgnat tmProvemerO STANDARD CITY CONDMONS — DEVELOPER AWARDED PROJECTS oty ftpct No.104969 Revised January 31, 2012 Bond No. 0256220 00 6214. 1 PAYMENT BOND Page 1 of 3 1 SECTION 00 6214 2 PAYMENT BOND 3 4 THE STATE OF TEXAS § 5 § KNOW ALL BY THESE PRESENTS: 6 COUNTY OF'TARRANT § 7 8 That we, Conatser Construction TX, L.F. known as 9 "Principal" herein, and _ Berkbey Insurance Company - r a 10 corporate Surety ( or sureties if more than one), duly authorized to do business in the State of 11 Texas, known as "Surety" herein (whether one or more), are held and firmly bound unto the 12 Developer, Hillwood Alliance Services, LLC, authorized to do business in Texas "(Developer"), and 13 the City of Fort Worth, a Texas municipal corporation ("City"), in the penal sum Ten Million, Nine Hundred Eighty Four Thousand, Twa 14 of_j11m Twen ne and 501100------------------------- Dollars ($ ] 0,984,22i.50 ). 15 lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for the 16 payment of which sum well and truly be made Jointly unto the Developer and. the City as dual 17 obligees, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly 18 and severally, firmly by these presents: 19 WHEREAS, Developer and City have entered into an Agreement for the construction of 20 community facilities in the City of Fort Worth, by and through a Community Facilities 21 Agieernent, CFA Number CFA13-01SS; and 22 WHEREAS, Principal has entered into a certain written Contract with Developer, 23 awarded the ��` day of c7A^w� 2Q Z' .which Contract is hereby r'?.... _ 24 referred to and made a part hereof for all purposes as if fully set forth herein, to furnish all 25 materials, equipment, labor and other accessories as defined by law, in the prosecution of the 26 Work as provided for in said Contract and designated as Paving, Drainage, Street Light & Traffic 27 Signal improvements to serve Independence Parkway. Cry OF FORT N10M Independence pork wwy— paa'11g, Dtafnage, Stmef Llsghts, & Traffic Signal lmprosemeats STANDARD CITY CONDIMN5 —DEVELOPER AWARDED PROJECTS City Prq}! t NO,104969 Revised lanuary31, 2012 DO 6214. 2 PAYMENT BOND Page 2 of 3 i NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that If Principal shall 2 pay all monies owing to any (and all) payment bond beneficiary (as defined in Chapter 2253 of 3 the Texas Government Code, as amended) in the prosecution of the Work under the Contract, 4 then this obligation shall be and became null and void, otherwise to remain in full force and S effect. G This bond is made and executed in compliance with the provisions of Chapter 2253 of 7 the Texas Government Code, as amended, and all liabilities on this hand shall be determined in 8 accordance with the provisions of said statute- 9 IN WITNESS WHEREOF, the Principal and Surety have each SIGNED and SEALED this 10 instrument by duly authorized agents and officers on this the yS � day of 11 t7 K r�r� _.___. 2Q 1- Li . 12 PRINCIPAL: Conatser Construction TX, L.P. w ATTEST. BY: Signature (Principal) Secretary Witness as to Principal Brock huggins, President Name and Title Address: 5327 Wichita St. Fart Worth, TX 76119 CITY OF FORT WO" Jnrlepeadence R1rkWV — PuM9, DraInage. Sties[ LJght. & 7roffx SVgnaJ k wo--11" STANDARD CITY CON DITIONS — DEVELOPER AWARDED PROJECTS City Project Nd,104969 Revised 3anuacry 31, 2012 SURETY: Berkley Insurance Company ATTEST: By: L27 7,P1 Signature (Surety) Secretary Witness as to Surety 006214-3 PAYMENT BOND Page 3 of 3 Robbi Morales, Attorney -in -fact_ Name and Title Address: 5005 LBJ Freeway, Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 1 2 Note: If signed by an officer of the Surety, there must be on file a certified extract from the 3 bylaws showing that this person has authority to sign such obligation. if Surety's physical 4 address is different from its mailing address, both must be provided. 5 6 The date of the bond shall not be prior to the date the Contract is awarded. 7 END OF SECTION 8 CITY OF FORT WORTH Independence Parkway — Povinq, Drolnape, Street Lohm & Trof}k Slonol Improvements STANDARD CITY CONDITION5 — DEVELOPER AWARDED PROJECTS GtyProject No. 104969 Revised January 31, I012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 -16 17 is 19 Bond No, 0256220 0DGz19-1. MAIWENANCE BOND Page 1 of 4 SECTION 00 6219 MAINTENANCE BOND THE STATE OF TEXAS § § KNOW ALL BY THESE PRESENTS-. COUNTY OF TARRANT § That we Conatser Construction TX, L.P. known as "Principal" herein and Ber!9e Insurance Company a corporate surety (sureties, if more than one) duly authorized to do business in the State of Texas, known as "Surety" herein (whetherone or more), are held and firmly bound unto the Developer, Hillwood Alliance. Services, LLC authorized to do business in Texas ("Developer") and the City of Fort Worth, a Texas municipal corporation ("City"), in the such Ten MiWon, Nine xiundred Eighty Four Thousand, Two flf_'undred Twenty one and 50/100---------------------- _ Dollars ($ 10,984,221.50 ), lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for payment of w ich sum welt andtruly be made )aintly untothe Developer and thecity as dual obligees and their successors, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. 20 WHEREAS, Developer and City have entered into an Agreement for the construction of 21 community facilities in the City of Fort Worth by and through a Community Facilities Agreement, 22 CFA dumber CFA23-0155; and 23 WHEREAS, the Principal has entered into a certain written contract with the Developer 24 awarded the �S day of I(A^��•nl ZD __, which Contract is 25 hereby referred to and a made part hereof for all purposes as ii fuiiy set forth herein, to furnish 26 all materials, equipment labor and other accessories as defined by law, in the prosecution of the 27 Work, including any Work resulting from a duly authorized Change Order (collectively herein, the 28 "Work") as provided for in said Contract and designated Paving, Drainage, Street Light, & Traffic 29 Signal Improvements to serve Independence Parkway, and C{TY OF FART WORTH inGependerrCe ATriway— fsoving, drainage, street Ught$, & Tm jjk SJgnaf rmpmvemenu STANDARD CITY CONDITIM —DEVELOPER AWARDED PROJECTS Gty Project rio.104959 RevLsedJantrary31, 2012 006219-2 MAINTENANCE BOND Page 2 of 4 1 WHEREAS, Principal binds itself to use such materials and to so construct the Work in 2 accordance with the plans, specifications and Contract Documents that the Work is and will 3 remain free from defects in materials or workmanship for and during the period of two (2) years 4 after the date of Final Acceptance of the Work by the City ("Maintenance Period"); and 5 6 WHEREAS, Principal binds itself to repair or reconstruct the Work in whole or in part upon 7 receiving notice from the Developer and/or City of the need thereof at any time within the 8 Maintenance Period. 9 10 NOW THEREFORE, the condition of this obligation is such that if Principal shall remedy 11 any defective Work, for which timely notice was provided by Developer or City, to a completion 12 satisfactory to the City, then this obligation shall become null and void; otherwise to remain in 13 full force and effect. 14 1s PROVIDED, HOWEVER, if Principal shall fail so to repair or reconstruct any timely 16 noticed defective Work, it is agreed that the Developer or City may cause any and all such 17 defective Work to be repaired and/or reconstructed with all associated costs thereof being 18 borne by the Principal and the Surety under this Maintenance Bond; and 19 20 PROVIDED FURTHER, that if any legal action be filed on this Bond, venue shall lie in 21 Tarrant County, Texas orthe United States District Court for the Northern District of Texas, Fort 22 Worth Division; and 23 24 PROVIDED FURTHER, that this obligation shall be continuous in nature and successive 25 recoveries may be had hereon for successive breaches. 26 CITY OF FORT WORTH IndenendencePtrrkway—Paving, Drain ago, stroot1ightt,ETiaffkSA2"./khrn" ,nests STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Gty Project No 104969 Revised January31, 2012 W6219.a MAINTENANCE ROND Page3 of4 1 IN WMIYESS WHEREOF, the Principal and the Surety have each SIGNED and SEALED this 2 instrument by duly authorized agents and officers on this the Z day of 3 ZD 2�j-` 4 5 6 7 9 10 11 12 13 14 1s 16 17 iR 19 20 21 22 23 24 25 26 27 ATTEST a (Principal) Secretary Witness as to Principal ATTEST: PRINCIPAI ° Conatser Construction TX, L.P. By. _R �.._.. . Signature Brock Huggins, President Name and Title Address: 5327 Wichita St. Fort Worth, TX 76119 SURETY: _EsEtey Insurance Company Signature CITY OF FORT WORTH 1n*Ae4d*jx& A ilr—y--whw A-k-ow, S--flights, R r-fl* SiffFW-PWV4tment5 STANDARQCITY CON DITIONS—DEVELOPER AWARDED PROJECTS city project M 104969 R2v$ed January 31, 2012 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 (Surety) Secretary Witness as to Surety 00 6219 - 4 MAINTENANCE BOND Page 4 of 4 Robbi Morales, Attorney -in -fact Name and Title Address: 5005 LBT Freewa ,Suite 1500 Dallas, TX 75244 Telephone Number: 214/989-0000 *Note: If signed by an officer of the Surety Company, there must be on file a certified extract from the by -taws showing that this person has authority to sign such obligation. If Surety's physical address is different from its mailing address, both must be provided. The date of the bond shall not be prior to the date the Contract is awarded. CITY OF FORT WORTH Jadependenco A=k-ay— Paving, Dtatnage, Stmet tights, & Tmrc sgnot Improve n ars STANDARD CITY CONDITIONS— DEVELOPER AWARDED PROJECTS Gay Project W. 104969 Revised January31, 2012 No. BI-7280k POWER OF ATTORNEY BERKLEY INSURANCE COMPANY WILMINGTON, DELAWARE NOTICE: The warning found elsewhere in this Power of Attorney affects the validity thereof. Please review carefully. Z KNOW ALL MEN BY THESE PRESENTS, that BERKLEY INSURANCE COMPANY (the "Company"), a corporation duly organized and existing under the laws of the State of Delaware, having its principal office in Greenwich, CT, has made; .constituted and appointed, and does by these presents make, constitute and appoint: Ricardo J. Reyna; Don E Cornell; .Sophinie Hunter; Robbi Morales; Kelly A. Westbrook; Tina McEwan; Joshua. Saunders; Tonie Petranek; or Mikaela Peppers of Aon Risk Services South.ipest, Inc. of Dallas, TX its true and lawful Attomey-in-Fact, to sign its name as surety only as delineated below •5 and to execute, seal, acknowledge and deliver any and all bonds and undertakings, with the exception of Financial Guaranty Insurance, providing that no single obligation shall exceed Fifty Million and 00/100 U.S. Dollars (U.S.S50,000,000.00), to the same extent as if such bonds had been duly executed and acknowledged by the regularly elected officers .of the Company at its �. principal office in their own proper persons. s~ ° -o This Power of Attorney shall be construed and enforced in accordance with, and governed by, the laws of the State of Delaware, > without giving effect to the principles of conflicts of laws thereof. This Power of Attorney is granted pursuant to the following .4 o resolutions which were duly and validly adopted at a meeting of the Board of Directors of the Company held on January.25, 2010: ° 0 o RESOLVED, that, with respect to the Surety business written by Berkley Surety, the Chairman of the Board, Chief Executive Officer, President or any Vice President of the Company, in conjunction with the Secretary or any Assistant o Secretary are hereby authorized to execute powers of attorney authorizing and qualifying the attorney -in -fact named therein o to execute bonds, undertakings, recognizances, or other suretyship obligations on behalf of the Company, and to affix the o c corporate seal of the Company to powers of attorney executed pursuant hereto; and said officers may remove any such Q attorney=in-fact and revoke any power of attorney previously granted; and further RESOLVED, that such power of attorney limits the acts of those named therein to the bonds, undertakings, recognizances, or other suretyship obligations specifically named therein, and they have no authority to bind the Company except in the manner and to the extent therein stated; and further RESOLVED, that such power of attorney revokes all previous powers issued on behalf of the attorney -in -fact named; and 0 0o further •S RESOLVED, that the signature of any authorized officer and the seal of the Company may be affixed by facsimile to any yM power of attorney or certification thereof authorizing the execution and delivery of any bond, undertaking, recognizance, or 3 other suretyship obligation of the Company; and such signature and seal when so used shall have the same force and effect as though manually affixed. The Company may continue to use for the purposes herein stated the facsimile signature of any o person or persons who shall have been such officer or officers of the Company, notwithstanding the fact that they may have ceased to be such at the time when such instruments shall be issued. Y o 0 IN WITNESS 'WEEREOF; the Company has caused these presents to, be signed and' attested by its appropriate oicers and its c corporate. seal hereunto affixXeAe4nau dhi��day of Mel'. Attest Berkl Insurance Company ° o F" (Seat) )3y B'o ira'SJe ftcr ° In In Executive Vice President & Secretary se i 1Ge ident U O o W&RNING: THIS POWER. INVALID :°I.F NOT PRINTED ON BLUE `%ERXLEY" SECURITY PAPE..It• STATE OF CONNECTLCUT ) � o N o COUNTY. OF FAIIiFIELD ) o � Stivora to before me, a Notary Public in the State -of Connecticut, this _Lit day of. Mau q03�.. by La S. Lederman CIS and Jeffrey M. Rafter who are sworn to 'me to be the Executive Vice 1'residenl Secretary, and Scuior Slice .President resC13pectively, of Berkley fnsurance Company. MARIA C NOTARR NDR EN r CORNEaTICU3 MY C0MM!S�ON EXPIRES o A14JJL30.202{ oter;� I�iiblic� State afConnectieut Z CERTIFICATE. z 1, the undersigned; Assistant Secretary of BERKLEY INSLULANCE COMPANY DO HEREBY CERTIFY that the foregoing is a Y true, correct and complete copy of the original Power of Attorney; that said Power of Attorney has nal been revoked or rescinded 3 and that the authority of the Attorney in-1 act.set forth therein, who executed the bassi or uDdertaking to which. this Power of Attorney is attached, -is :in full force. and effect as of this date. Given under rny-band -and seal of tite Company, this - day of_ . (Seal) _ A Vincent P. forte IMPORTANT NOTICE To obtain information or make a complaint: You may call Berkley Surety Group, LLC and its affiliates by telephone for information or to make a complaint: BERKLEY SURETY GROUP, LLC Please send all notices of claim on this bond to: Berkley Surety Group, LLC (866) 768-3534 412 Mount Kemble Avenue, Suite 31ON Morristown, NJ 07960 Attn: Surety Claims Department You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1-800-252-3439 You may write the Texas Department of Insurance: P. O. Box 149104 Austin, TX 78714-9104 Pax: (512) 475-1771 Web: htt-:://www.tdi.state.tx.us E-mail: ConsumerProtection(n�tdi.state.tx.us PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact your agent or Berkley Surety Group, LLC first. If the dispute is not resolved, you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR BOND: This notice is for information only and does not become a part or condition of the attached document and is given to comply with Texas legal and regulatory requirements. STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 STANDARD CITY CONDITIONS OF THE CONSTRUCTION CONTRACT FOR DEVELOPER AWARDED PROJECTS TABLE OF CONTENTS Page Article 1 — Definitions and Terminology.......................................................................................................... 1 1.01 Defined Terms............................................................................................................................... 1 1.02 Terminology..................................................................................................................................5 Article2 — Preliminary Matters......................................................................................................................... 6 2.01 Before Starting Construction........................................................................................................ 6 2.02 Preconstruction Conference.......................................................................................................... 6 2.03 Public Meeting.............................................................................................................................. 6 Article 3 — Contract Documents and Amending............................................................................................... 6 3.01 Reference Standards..................................................................................................................... 6 3.02 Amending and Supplementing Contract Documents.................................................................. 6 Article4 — Bonds and Insurance....................................................................................................................... 7 4.01 Licensed Sureties and Insurers..................................................................................................... 7 4.02 Performance, Payment, and Maintenance Bonds........................................................................ 7 4.03 Certificates of Insurance............................................................................................................... 7 4.04 Contractor's Insurance.................................................................................................................. 9 4.05 Acceptance of Bonds and Insurance; Option to Replace...........................................................12 Article 5 — Contractor's Responsibilities........................................................................................................12 5.01 Supervision and Superintendent................................................................................................. 12 5.02 Labor; Working Hours................................................................................................................13 5.03 Services, Materials, and Equipment...........................................................................................13 5.04 Project Schedule..........................................................................................................................14 5.05 Substitutes and "Or-Equals".......................................................................................................14 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors).....................................16 5.07 Concerning Subcontractors, Suppliers, and Others...................................................................16 5.08 Wage Rates..................................................................................................................................18 5.09 Patent Fees and Royalties...........................................................................................................19 5.10 Laws and Regulations.................................................................................................................19 5.11 Use of Site and Other Areas.......................................................................................................19 5.12 Record Documents......................................................................................................................20 5.13 Safety and Protection..................................................................................................................21 5.14 Safety Representative................................................................................................................. 21 5.15 Hazard Communication Programs............................................................................................. 22 5.16 Submittals....................................................................................................................................22 5.17 Contractor's General Warranty and Guarantee..........................................................................23 CITY OF FORT WORTH Independence Parkway —Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 5.18 Indemnification........................................................................................................................... 24 5.19 Delegation of Professional Design Services.............................................................................. 24 5.20 Right to Audit: ............................................................................................................................ 25 5.21 Nondiscrimination.......................................................................................................................25 Article 6 - Other Work at the Site................................................................................................................... 26 6.01 Related Work at Site................................................................................................................... 26 Article 7 - City's Responsibilities................................................................................................................... 26 7.01 Inspections, Tests, and Approvals.............................................................................................. 26 7.02 Limitations on City's Responsibilities....................................................................................... 26 7.03 Compliance with Safety Program...............................................................................................27 Article 8 - City's Observation Status During Construction...........................................................................27 8.01 City's Project Representative.....................................................................................................27 8.02 Authorized Variations in Work.................................................................................................. 27 8.03 Rejecting Defective Work..........................................................................................................27 8.04 Determinations for Work Performed..........................................................................................28 Article9 - Changes in the Work.....................................................................................................................28 9.01 Authorized Changes in the Work............................................................................................... 28 9.02 Notification to Surety..................................................................................................................28 Article 10 - Change of Contract Price; Change of Contract Time................................................................28 10.01 Change of Contract Price............................................................................................................ 28 10.02 Change of Contract Time............................................................................................................28 10.03 Delays..........................................................................................................................................28 Article I I - Tests and Inspections; Correction, Removal or Acceptance of Defective Work ...................... 29 11.01 Notice of Defects........................................................................................................................ 29 11.02 Access to Work...........................................................................................................................29 11.03 Tests and Inspections.................................................................................................................. 29 11.04 Uncovering Work....................................................................................................................... 30 11.05 City May Stop the Work............................................................................................................. 30 11.06 Correction or Removal of Defective Work................................................................................ 30 11.07 Correction Period........................................................................................................................30 11.08 City May Correct Defective Work............................................................................................. 31 Article12 - Completion.................................................................................................................................. 32 12.01 Contractor's Warranty of Title................................................................................................... 32 12.02 Partial Utilization........................................................................................................................ 32 12.03 Final Inspection...........................................................................................................................32 12.04 Final Acceptance.........................................................................................................................33 Article 13 - Suspension of Work.................................................................................................................... 33 13.01 City May Suspend Work............................................................................................................ 33 Article14 - Miscellaneous.............................................................................................................................. 34 14.01 Giving Notice.............................................................................................................................. 34 CITY OF FORT WORTH Independence Parkway -Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS - DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 14.02 Computation of Times .................................... 14.03 Cumulative Remedies ..................................... 14.04 Survival of Obligations ................................... 14.05 Headings........................................................... ........................................................... 34 ........................................................... 34 ........................................................... 35 .......................................................... 35 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10-1 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 1 of 35 ARTICLE 1— DEFINITIONS AND TERMINOLOGY 1.01 Defined Terms A. Wherever used in these General Conditions or in other Contract Documents, the terms listed below have the meanings indicated which are applicable to both the singular and plural thereof, and words denoting gender shall include the masculine, feminine and neuter. Said terms are generally capitalized or written in italics, but not always. When used in a context consistent with the definition of a listed -defined term, the term shall have a meaning as defined below whether capitalized or italicized or otherwise. In addition to terms specifically defined, terms with initial capital letters in the Contract Documents include references to identified articles and paragraphs, and the titles of other documents or forms. 1. Agreement - The written instrument which is evidence of the agreement between Developer and Contractor covering the Work 2. Asbestos —Any material that contains more than one percent asbestos and is friable or is releasing asbestos fibers into the air above current action levels established by the United States Occupational Safety and Health Administration. 3. Business Day — A business day is defined as a day that the City conducts normal business, generally Monday through Friday, except for federal or state holidays observed by the City. 4. Buzzsaw — City's on-line, electronic document management and collaboration system. 5. Calendar Day — A day consisting of 24 hours measured from midnight to the next midnight. 6. City— The City of Fort Worth, Texas, a Texas home -rule municipal corporation, acting by, its governing body through its City Manager, his designee, or agents authorized pursuant to its duly authorized charter on his behalf. 7. Community Facilities Agreement (CFA) A Contract between the Developer and the City for the Construction of one or more following public facilities within the City public right-of- way or easement: Water, Sanitary Sewer, Street, Storm Drain, Street Light, and Street Signs. A CFA may include private facilities within the right-of-way dedicated as private right-of- way or easement on a recorded plat. 8. Contract —The entire and integrated written document incorporating the Contract Documents between the Developer, Contractor, and/or City concerning the Work. The Contract supersedes prior negotiations, representations, or agreements, whether written or oral. 9. Contract Documents —Those items that make up the contract and which must include the Agreement, and it's attachments such as standard construction specifications, standard City Conditions, other general conditions of the Developer, including: a. An Agreement CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 2 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 2 of 35 b. Attachments to the Agreement i. Bid Form ii. Vendor Compliance with State Law Non -Resident Bidder iii. Prequalification Statement C. Current Prevailing Wage Rates Table (if required by City) d. Insurance Accord Form e. Payment Bond f. Performance Bond g. Maintenance Bond h. Power of Attorney for Bonds i. Workers Compensation Affidavit j. MWBE Commitment Form( If required by City) k. General Conditions 1. Supplementary Conditions In. The Standard City Conditions n. Specifications specifically made part of the Contract Documents by attachment, if not attached, as incorporated by reference and described in the Table of Contents of the Project's Contract Documents o. Drawings P. Documentation submitted by contractor prior to Notice of Award. q. The following which may be delivered or issued after the effective date if the Agreement and, if issued become an incorporated part of the Contract Documents i. Notice to Proceed ii. Field Orders iii. Change Orders iv. Letters of Final Acceptance r. Approved Submittals, other Contractor submittals, and the reports and drawings of subsurface and physical conditions are not Contract Documents. 10. Contractor —The individual or entity with whom Developer has entered into the Agreement. 11. Day or day —A day, unless otherwise defined, shall mean a Calendar Day. 12. Developer — An individual or entity that desires to make certain improvements within the City of Fort Worth 13. Drawings —That part of the Contract Documents prepared or approved by Engineer which graphically shows the scope, extent, and character of the Work to be performed by Contractor. Submittals are not Drawings as so defined. 14. Engineer —The licensed professional engineer or engineering firm registered in the State of Texas performing professional services for the Developer. 15. Final Acceptance — The written notice given by the City to the Developer and/or Contractor that the Work specified in the Contract Documents has been completed to the satisfaction of the City. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 3 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 3 of 35 16. Final Inspection — Inspection carried out by the City to verify that the Contractor has completed the Work, and each and every part or appurtenance thereof, fully, entirely, and in conformance with the Contract Documents. 17. General Requirements —A part of the Contract Documents between the Developer and a Contractor. 18. Laws and Regulations Any and all applicable laws, rules, regulations, ordinances, codes, and orders of any and all governmental bodies, agencies, authorities, and courts having jurisdiction. 19. Liens —Charges, security interests, or encumbrances upon Project funds, real property, or personal property. 20. Milestone A principal event specified in the Contract Documents relating to an intermediate Contract Time prior to Final Acceptance of the Work. 21. Non -Participating Change Order —A document, which is prepared for and reviewed by the City, which is signed by Contractor, and Developer, and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 22. Participating Change Order —A document, which is prepared for and approved by the City, which is signed by Contractor, Developer, and City and authorizes an addition, deletion, or revision in the Work or an adjustment in the Contract Price or the Contract Time, issued on or after the Effective Date of the Agreement. 23. Plans — See definition of Drawings. 24. Project Schedule —A schedule, prepared and maintained by Contractor, in accordance with the General Requirements, describing the sequence and duration of the activities comprising the Contractor's plan to accomplish the Work within the Contract Time. 25. Project —The Work to be performed under the Contract Documents. 26. Project Representative —The authorized representative of the City who will be assigned to the Site. 27. Public Meeting — An announced meeting conducted by the Developer to facilitate public participation and to assist the public in gaining an informed view of the Project. 28. Regular Working Hours — Hours beginning at 7: 00 a.m. and ending at 6: 00 p.m., Monday thru Friday (excluding legal holidays). 29. Samples Physical examples of materials, equipment, or workmanship that are representative of some portion of the Work and which establish the standards by which such portion of the Work will be judged. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 4 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 4 of 35 30. Schedule of Submittals —A schedule, prepared and maintained by Contractor, of required submittals and the time requirements to support scheduled performance of related construction activities. 31. Site —Lands or areas indicated in the Contract Documents as being furnished by City or Developer upon which the Work is to be performed, including rights -of -way, permits, and easements for access thereto, and such other lands furnished by City or Developer which are designated for the use of Contractor. 32. Specifications —That part of the Contract Documents consisting of written requirements for materials, equipment, systems, standards and workmanship as applied to the Work, and certain administrative requirements and procedural matters applicable thereto. Specifications may be specifically made apart of the Contract Documents by attachment or, if not attached, may be incorporated by reference as indicated in the Table of Contents (Division 00 00 00) of each Project. 33. Standard City Conditions — That part of the Contract Documents setting forth requirements of the City. 34. Subcontractor An individual or entity having a direct contract with Contractor or with any other Subcontractor for the performance of a part of the Work at the Site. 35. Submittals All drawings, diagrams, illustrations, schedules, and other data or information which are specifically prepared or assembled by or for Contractor and submitted by Contractor to illustrate some portion of the Work. 36. Superintendent — The representative of the Contractor who is available at all times and able to receive instructions from the City and/or Developer and to act for the Contractor. 37. Supplementary Conditions —That part of the Contract Documents which amends or supplements the General Conditions. 38. Supplier —A manufacturer, fabricator, supplier, distributor, materialman, or vendor having a direct contract with Contractor or with any Subcontractor to furnish materials or equipment to be incorporated in the Work by Contractor or Subcontractor. 39. Underground Facilities All underground pipelines, conduits, ducts, cables, wires, manholes, vaults, tanks, tunnels, or other such facilities or attachments, and any encasements containing such facilities, including but not limited to, those that convey electricity, gases, steam, liquid petroleum products, telephone or other communications, cable television, water, wastewater, storm water, other liquids or chemicals, or traffic or other control systems. 40. Weekend Working Hours — Hours beginning at 9: 00 a.m. and ending at 5: 00 p.m., Saturday, Sunday or legal holiday, as approved in advance by the City. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 5 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 5 of 35 41. Work —The entire construction or the various separately identifiable parts thereof required to be provided under the Contract Documents. Work includes and is the result of performing or providing all labor, services, and documentation necessary to produce such construction including any Participating Change Order, Non -Participating Change Order, or Field Order, and furnishing, installing, and incorporating all materials and equipment into such construction, all as required by the Contract Documents. 42. Working Day — A working day is defined as a day, not including Saturdays, Sundays, or legal holidays authorized by the City for contract purposes, in which weather or other conditions not under the control of the Contractor will permit the performance of the principal unit of work underway for a continuous period of not less than 7 hours between 7 a.m. and 6p.m. 1.02 Terminology A. The words and terms discussed in Paragraph 1.02.13 through D are not defined but, when used in the Bidding Requirements or Contract Documents, have the indicated meaning. B. Defective: 1. The word "defective," when modifying the word "Work," refers to Work that is unsatisfactory, faulty, or deficient in that it: a. does not conform to the Contract Documents; or b. does not meet the requirements of any applicable inspection, reference standard, test, or approval referred to in the Contract Documents; or c. has been damaged prior to City's written acceptance. C. Furnish, Install, Perform, Provide: 1. The word "Furnish" or the word "Install" or the word "Perform" or the word "Provide" or the word "Supply," or any combination or similar directive or usage thereof, shall mean furnishing and incorporating in the Work including all necessary labor, materials, equipment, and everything necessary to perform the Work indicated, unless specifically limited in the context used. D. Unless stated otherwise in the Contract Documents, words or phrases that have a well-known technical or construction industry or trade meaning are used in the Contract Documents in accordance with such recognized meaning. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 6 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 6 of 35 ARTICLE 2 — PRELIMINARY MATTERS 2.01 Before Starting Construction Baseline Schedules: Submit to City in accordance with the Contract Documents, and prior to starting the Work. New schedules will be submitted to City when Participating Change Orders or Non - Participating Change Orders occur. 2.02 Preconstruction Conference Before any Work at the Site is started, the Contractor shall attend a Preconstruction Conference as specified in the Contract Documents. 2.03 Public Meeting Contractor may not mobilize any equipment, materials or resources to the Site prior to Contractor attending the Public Meeting as scheduled by the City. ARTICLE 3 — CONTRACT DOCUMENTS AND AMENDING 3.01 Reference Standards A. Standards, Specifications, Codes, Laws, and Regulations 1. Reference to standards, specifications, manuals, or codes of any technical society, organization, or association, or to Laws or Regulations, whether such reference be specific or by implication, shall mean the standard, specification, manual, code, or Laws or Regulations in effect at the time of opening of Bids (or on the Effective Date of the Agreement if there were no Bids), except as may be otherwise specifically stated in the Contract Documents. 2. No provision or instruction shall be effective to assign to City, or any of its officers, directors, members, partners, employees, agents, consultants, or subcontractors, any duty or authority to supervise or direct the performance of the Work or any duty or authority to undertake responsibility inconsistent with the provisions of the Contract Documents. 3.02 Amending and Supplementing Contract Documents A. The Contract Documents may be amended to provide for additions, deletions, and revisions in the Work or to modify the terms and conditions thereof by a Participating Change Order or a Non -Participating Change Order. B. The requirements of the Contract Documents may be supplemented, and minor variations and deviations in the Work not involving a change in Contract Price or Contract Time, may be authorized, by one or more of the following ways: 1. A Field Order; CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 7 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 7 of 35 1. City's or Engineer's review of a Submittal (subject to the provisions of Paragraph 5.16.C); or 2. City's written interpretation or clarification. ARTICLE 4 — BONDS AND INSURANCE 4.01 Licensed Sureties and Insurers All bonds and insurance required by the Contract Documents to be purchased and maintained by Contractor shall be obtained from surety or insurance companies that are duly licensed or authorized in the State of Texas to issue bonds or insurance policies for the limits and coverage so required. Such surety and insurance companies shall also meet such additional requirements and qualifications as may be provided Section 4.04. 4.02 Performance, Payment, and Maintenance Bonds A. Contractor shall furnish performance and payment bonds in the name of Developer and City, in accordance with Texas Government Code Chapter 2253 or successor statute, each in an amount equal to the Contract Price as security for the faithful performance and payment of all of Contractor's obligations under the Contract Documents. B. Contractor shall furnish maintenance bonds in the name of Developer and City in an amount equal to the Contract Price as security to protect the City against any defects in any portion of the Work described in the Contract Documents. Maintenance bonds shall remain in effect for two (2) years after the date of Final Acceptance by the City. C. All bonds shall be in the form prescribed by the Contract Documents except as provided otherwise by Laws or Regulations, and shall be executed by such sureties as are named in the list of "Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as Acceptable Reinsuring Companies" as published in Circular 570 (amended) by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All bonds signed by an agent or attorney -in -fact must be accompanied by a sealed and dated power of attorney which shall show that it is effective on the date the agent or attorney -in -fact signed each bond. D. If the surety on any bond furnished by Contractor is declared bankrupt or becomes insolvent or its right to do business is terminated in the State of Texas or it ceases to meet the requirements of Paragraph 4.02.C, Contractor shall promptly notify City and shall, within 30 days after the event giving rise to such notification, provide another bond and surety, both of which shall comply with the requirements of Paragraphs 4.01 and 4.02.C. 4.03 Certificates of Insurance Contractor shall deliver to Developer and City, with copies to each additional insured and loss payee identified in these Standard City Conditions certificates of insurance (and other evidence of insurance requested by City or any other additional insured) which Contractor is required to purchase and maintain. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 8 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 8 of 35 1. The certificate of insurance shall document the City, an as "Additional Insured" on all liability policies. 2. The Contractor's general liability insurance shall include a, "per project" or "per location", endorsement, which shall be identified in the certificate of insurance provided to the City. 3. The certificate shall be signed by an agent authorized to bind coverage on behalf of the insured, be complete in its entirety, and show complete insurance carrier names as listed in the current A.M. Best Property & Casualty Guide 4. The insurers for all policies must be licensed and/or approved to do business in the State of Texas. Except for workers' compensation, all insurers must have a minimum rating of A-: VII in the current A. M. Best Key Rating Guide or have reasonably equivalent financial strength and solvency to the satisfaction of Risk Management. If the rating is below that required, written approval of City is required. 5. All applicable policies shall include a Waiver of Subrogation (Rights of Recovery) in favor of the City. In addition, the Contractor agrees to waive all rights of subrogation against the Engineer (if applicable), and each additional insured identified in these Standard City Conditions. Failure of the City to demand such certificates or other evidence of full compliance with the insurance requirements or failure of the City to identify a deficiency from evidence that is provided shall not be construed as a waiver of Contractor's obligation to maintain such lines of insurance coverage. 6. If insurance policies are not written for specified coverage limits, an Umbrella or Excess Liability insurance for any differences is required. Excess Liability shall follow form of the primary coverage. 7. Unless otherwise stated, all required insurance shall be written on the "occurrence basis". If coverage is underwritten on a claims -made basis, the retroactive date shall be coincident with or prior to the date of the effective date of the agreement and the certificate of insurance shall state that the coverage is claims -made and the retroactive date. The insurance coverage shall be maintained for the duration of the Contract and for three (3) years following Final Acceptance provided under the Contract Documents or for the warranty period, whichever is longer. An annual certificate of insurance submitted to the City shall evidence such insurance coverage. 8. Policies shall have no exclusions by endorsements, which, neither nullify or amend, the required lines of coverage, nor decrease the limits of said coverage unless such endorsements are approved in writing by the City. In the event a Contract has been bid or executed and the exclusions are determined to be unacceptable or the City desires additional insurance coverage, and the City desires the contractor/engineer to obtain such coverage, the contract price shall be adjusted by the cost of the premium for such additional coverage plus 10%. 9. Any self -insured retention (SIR), in excess of $25,000.00, affecting required insurance coverage shall be approved by the City in regards to asset value and stockholders' equity. In CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 9 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 9 of 35 lieu of traditional insurance, alternative coverage maintained through insurance pools or risk retention groups, must also be approved by City. 10. Any deductible in excess of $5,000.00, for any policy that does not provide coverage on a first -dollar basis, must be acceptable to and approved by the City. 11. City, at its sole discretion, reserves the right to review the insurance requirements and to make reasonable adjustments to insurance coverage's and their limits when deemed necessary and prudent by the City based upon changes in statutory law, court decision or the claims history of the industry as well as of the contracting party to the City. The City shall be required to provide prior notice of 90 days, and the insurance adjustments shall be incorporated into the Work by Change Order. 12. City shall be entitled, upon written request and without expense, to receive copies of policies and endorsements thereto and may make any reasonable requests for deletion or revision or modifications of particular policy terms, conditions, limitations, or exclusions necessary to conform the policy and endorsements to the requirements of the Contract. Deletions, revisions, or modifications shall not be required where policy provisions are established by law or regulations binding upon either party or the underwriter on any such policies. 13. City shall not be responsible for the direct payment of insurance premium costs for Contractor's insurance. 4.04 Contractor's Insurance A. Workers Compensation and Employers' Liability. Contractor shall purchase and maintain such insurance coverage with limits consistent with statutory benefits outlined in the Texas Workers' Compensation Act (Texas Labor Code, Ch. 406, as amended), and minimum limits for Employers' Liability as is appropriate for the Work being performed and as will provide protection from claims set forth below which may arise out of or result from Contractor's performance of the Work and Contractor's other obligations under the Contract Documents, whether it is to be performed by Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable: 1. claims under workers' compensation, disability benefits, and other similar employee benefit acts; 2. claims for damages because of bodily injury, occupational sickness or disease, or death of Contractor's employees. 3. The limits of liability for the insurance shall provide the following coverages for not less than the following amounts or greater where required by Laws and Regulations a. Statutory limits b. Employer's liability CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10-10 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 10 of 35 1) $100,000 each accident/occurrence 2) $100,000 Disease - each employee 3) $500,000 Disease - policy limit B. Commercial General Liability. Coverage shall include but not be limited to covering liability (bodily injury or property damage) arising from: premises/operations, independent contractors, products/completed operations, personal injury, and liability under an insured contract. Insurance shall be provided on an occurrence basis, and as comprehensive as the current Insurance Services Office (ISO) policy. This insurance shall apply as primary insurance with respect to any other insurance or self-insurance programs afforded to the City. The Commercial General Liability policy, shall have no exclusions by endorsements that would alter of nullify premises/operations, products/completed operations, contractual, personal injury, or advertising injury, which are normally contained with the policy, unless the City approves such exclusions in writing. 1. For construction projects that present a substantial completed operation exposure, the City may require the contractor to maintain completed operations coverage for a minimum of no less than three (3) years following the completion of the project 2. Contractor's Liability Insurance under this Section which shall be on a per project basis covering the Contractor with minimum limits o£ a. $1,000,000 each occurrence b. $2,000,000 aggregate limit 3. The policy must have an endorsement (Amendment — Aggregate Limits of Insurance) making the General Aggregate Limits apply separately to each job site. 4. The Commercial General Liability Insurance policies shall provide "X", "C", and "U" coverage's. Verification of such coverage must be shown in the Remarks Article of the Certificate of Insurance. C. Automobile Liability. A commercial business auto policy shall provide coverage on "any auto", defined as autos owned, hired and non -owned and provide indemnity for claims for damages because bodily injury or death of any person and or property damage arising out of the work, maintenance or use of any motor vehicle by the Contractor, any Subcontractor or Supplier, or by anyone directly or indirectly employed by any of them to perform any of the Work, or by anyone for whose acts any of them may be liable. 1. Automobile Liability, Contractor's Liability Insurance under this Section, which shall be in an amount not less than the following amounts: a. Automobile Liability - a commercial business policy shall provide coverage on "Any Auto", defined as autos owned, hired and non -owned. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 11 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 11 of 35 1) $1, 000, 000 each accident on a combined single limit basis. Split limits are acceptable if limits are at least: 2) $250,000 Bodily Injury per person 3) $500,000 Bodily Injury per accident / 4) $100,000 Property Damage D. Railroad Protective Liability. If any of the work or any warranty work is within the limits of railroad right-of-way, the Contractor shall comply with the following requirements: 1. The Contractor's construction activities will require its employees, agents, subcontractors, equipment, and material deliveries to cross railroad properties and tracks owned and operated by: Write the name of the railroad company. (If none, then write none) 2. The Contractor shall conduct its operations on railroad properties in such a manner as not to interfere with, hinder, or obstruct the railroad company in any manner whatsoever in the use or operation of its/their trains or other property. Such operations on railroad properties may require that Contractor to execute a "Right of Entry Agreement" with the particular railroad company or companies involved, and to this end the Contractor should satisfy itself as to the requirements of each railroad company and be prepared to execute the right -of -entry (if any) required by a railroad company. The requirements specified herein likewise relate to the Contractor's use of private and/or construction access roads crossing said railroad company's properties. 3. The Contractual Liability coverage required by Paragraph 5.04D of the General Conditions shall provide coverage for not less than the following amounts, issued by companies satisfactory to the City and to the Railroad Company for a term that continues for so long as the Contractor's operations and work cross, occupy, or touch railroad property: a. General Aggregate: Enter limits provided by Railroad Company (If none, write none) b. Each Occurrence: : Enter limits provided by Railroad Company (If none, write none) 4. With respect to the above outlined insurance requirements, the following shall govern: a. Where a single railroad company is involved, the Contractor shall provide one insurance policy in the name of the railroad company. However, if more than one grade separation or at -grade crossing is affected by the Project at entirely separate locations on the line or lines of the same railroad company, separate coverage may be required, each in the amount stated above. b. Where more than one railroad company is operating on the same right-of-way or where several railroad companies are involved and operated on their own separate rights -of - CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 12 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 12 of 35 way, the Contractor may be required to provide separate insurance policies in the name of each railroad company. c. If, in addition to a grade separation or an at -grade crossing, other work or activity is proposed on a railroad company's right-of-way at a location entirely separate from the grade separation or at -grade crossing, insurance coverage for this work must be included in the policy covering the grade separation. d. If no grade separation is involved but other work is proposed on a railroad company's right-of-way, all such other work may be covered in a single policy for that railroad, even though the work may be at two or more separate locations. 5. No work or activities on a railroad company's property to be performed by the Contractor shall be commenced until the Contractor has furnished the City with an original policy or policies of the insurance for each railroad company named, as required above. All such insurance must be approved by the City and each affected Railroad Company prior to the Contractor's beginning work. 6. The insurance specified above must be carried until all Work to be performed on the railroad right-of-way has been completed and the grade crossing, if any, is no longer used by the Contractor. In addition, insurance must be carried during all maintenance and/or repair work performed in the railroad right-of-way. Such insurance must name the railroad company as the insured, together with any tenant or lessee of the railroad company operating over tracks involved in the Project. E. Notification of Policy Cancellation: Contractor shall immediately notify City upon cancellation or other loss of insurance coverage. Contractor shall stop work until replacement insurance has been procured. There shall be no time credit for days not worked pursuant to this section. 4.05 Acceptance of Bonds and Insurance; Option to Replace If City has any objection to the coverage afforded by or other provisions of the bonds or insurance required to be purchased and maintained by the Contractor in accordance with Article 5 on the basis of non-conformance with the Contract Documents, the Developer and City shall so notify the Contractor in writing within 10 Business Days after receipt of the certificates (or other evidence requested). Contractor shall provide to the City such additional information in respect of insurance provided as the Developer or City may reasonably request. If Contractor does not purchase or maintain all of the bonds and insurance required by the Contract Documents, the Developer or City shall notify the Contractor in writing of such failure prior to the start of the Work, or of such failure to maintain prior to any change in the required coverage. ARTICLE 5 — CONTRACTOR'S RESPONSIBILITIES 5.01 Supervision and Superintendent A. Contractor shall supervise, inspect, and direct the Work competently and efficiently, devoting such attention thereto and applying such skills and expertise as may be necessary to perform the CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 13 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 13 of 35 Work in accordance with the Contract Documents. Contractor shall be solely responsible for the means, methods, techniques, sequences, and procedures of construction. B. At all times during the progress of the Work, Contractor shall assign a competent, English- speaking, Superintendent who shall not be replaced without written notice to City. The Superintendent will be Contractor's representative at the Site and shall have authority to act on behalf of Contractor. All communication given to or received from the Superintendent shall be binding on Contractor. C. Contractor shall notify the City 24 hours prior to moving areas during the sequence of construction. 5.02 Labor; Working Hours A. Contractor shall provide competent, suitably qualified personnel to perform construction as required by the Contract Documents. Contractor shall at all times maintain good discipline and order at the Site. B. Except as otherwise required for the safety or protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the Contract Documents, all Work at the Site shall be performed during Regular Working Hours. Contractor will not permit the performance of Work beyond Regular Working Hours or for Weekend Working Hours without City's written consent (which will not be unreasonably withheld). Written request (by letter or electronic communication) to perform Work: 1. for beyond Regular Working Hours request must be made by noon at least two (2) Business Days prior 2. for Weekend Working Hours request must be made by noon of the preceding Thursday 3. for legal holidays request must be made by noon two Business Days prior to the legal holiday. 5.03 Services, Materials, and Equipment A. Unless otherwise specified in the Contract Documents, Contractor shall provide and assume full responsibility for all services, materials, equipment, labor, transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, sanitary facilities, temporary facilities, and all other facilities and incidentals necessary for the performance, Contractor required testing, start-up, and completion of the Work. B. All materials and equipment incorporated into the Work shall be as specified or, if not specified, shall be of good quality and new, except as otherwise provided in the Contract Documents. All special warranties and guarantees required by the Specifications shall expressly run to the benefit of City. If required by City, Contractor shall furnish satisfactory evidence (including reports of required tests) as to the source, kind, and quality of materials and equipment. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 14 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 14 of 35 C. All materials and equipment to be incorporated into the Work shall be stored, applied, installed, connected, erected, protected, used, cleaned, and conditioned in accordance with instructions of the applicable Supplier, except as otherwise may be provided in the Contract Documents. 5.04 Project Schedule A. Contractor shall adhere to the Project Schedule established in accordance with Paragraph 2.01 and the General Requirements as it may be adjusted from time to time as provided below. 1. Contractor shall submit to City for acceptance (to the extent indicated in Paragraph 2.01 and the General Requirements) proposed adjustments in the Project Schedule. 2. Proposed adjustments in the Project Schedule that will change the Contract Time shall be submitted in accordance with the requirements of Article 9. Adjustments in Contract Time for projects with City participation shall be made by participating change orders. 5.05 Substitutes and "Or -Equals" A. Whenever an item of material or equipment is specified or described in the Contract Documents by using the name of a proprietary item or the name of a particular Supplier, the specification or description is intended to establish the type, function, appearance, and quality required. Unless the specification or description contains or is followed by words reading that no like, equivalent, or "or -equal" item or no substitution is permitted, other items of material or equipment of other Suppliers may be submitted to City for review under the circumstances described below. "Or -Equal " Items: If in City's sole discretion an item of material or equipment proposed by Contractor is functionally equal to that named and sufficiently similar so that no change in related Work will be required, it may be considered by City as an "or -equal" item, in which case review and approval of the proposed item may, in City's sole discretion, be accomplished without compliance with some or all of the requirements for approval of proposed substitute items. For the purposes of this Paragraph 5.05.A.1, a proposed item of material or equipment will be considered functionally equal to an item so named if: a. City determines that: 1) it is at least equal in materials of construction, quality, durability, appearance, strength, and design characteristics; 2) it will reliably perform at least equally well the function and achieve the results imposed by the design concept of the completed Project as a functioning whole; and 3) it has a proven record of performance and availability of responsive service; and b. Contractor certifies that, if approved and incorporated into the Work: 1) there will be no increase in cost to the City or increase in Contract Time; and CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 15 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 15 of 35 2) it will conform substantially to the detailed requirements of the item named in the Contract Documents. 2. Substitute Items: a. If in City's sole discretion an item of material or equipment proposed by Contractor does not qualify as an "or -equal" item under Paragraph 5.05.A.1, it may be submitted as a proposed substitute item. b. Contractor shall submit sufficient information as provided below to allow City to determine if the item of material or equipment proposed is essentially equivalent to that named and an acceptable substitute therefor. Requests for review of proposed substitute items of material or equipment will not be accepted by City from anyone other than Contractor. c. Contractor shall make written application to City for review of a proposed substitute item of material or equipment that Contractor seeks to furnish or use. The application shall comply with Section 0125 00 and: 1) shall certify that the proposed substitute item will: i. perform adequately the functions and achieve the results called for by the general design; ii. be similar in substance to that specified; iii. be suited to the same use as that specified; and 2) will state: i. the extent, if any, to which the use of the proposed substitute item will prejudice Contractor's achievement of final completion on time; ii. whether use of the proposed substitute item in the Work will require a change in any of the Contract Documents (or in the provisions of any other direct contract with City for other work on the Project) to adapt the design to the proposed substitute item; iii. whether incorporation or use of the proposed substitute item in connection with the Work is subject to payment of any license fee or royalty; and 3) will identify: i. all variations of the proposed substitute item from that specified; ii. available engineering, sales, maintenance, repair, and replacement services; and CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 16 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 16 of 35 4) shall contain an itemized estimate of all costs or credits that will result directly or indirectly from use of such substitute item, including costs of redesign and Damage Claims of other contractors affected by any resulting change. B. Substitute Construction Methods or Procedures: If a specific means, method, technique, sequence, or procedure of construction is expressly required by the Contract Documents, Contractor may furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by City. Contractor shall submit sufficient information to allow City, in City's sole discretion, to determine that the substitute proposed is equivalent to that expressly called for by the Contract Documents. Contractor shall make written application to City for review in the same manner as those provided in Paragraph 5.05.A.2. C. City's Evaluation: City will be allowed a reasonable time within which to evaluate each proposal or submittal made pursuant to Paragraphs 5.05.A and 5.05.13. City may require Contractor to furnish additional data about the proposed substitute. City will be the sole judge of acceptability. No "or -equal" or substitute will be ordered, installed or utilized until City's review is complete, which will be evidenced by a Change Order in the case of a substitute and an accepted Submittal for an "or -equal." City will advise Contractor in writing of its determination. D. Special Guarantee: City may require Contractor to furnish at Contractor's expense a special performance guarantee, warranty, or other surety with respect to any substitute. Contractor shall indemnify and hold harmless City and anyone directly or indirectly employed by them from and against any and all claims, damages, losses and expenses (including attorneys fees) arising out of the use of substituted materials or equipment. E. City's Cost Reimbursement: City will record City's costs in evaluating a substitute proposed or submitted by Contractor pursuant to Paragraphs 5.05.A.2 and 5.05.13. Whether or not City approves a substitute so proposed or submitted by Contractor, Contractor may be required to reimburse City for evaluating each such proposed substitute. Contractor may also be required to reimburse City for the charges for making changes in the Contract Documents. F. Contractor's Expense: Contractor shall provide all data in support of any proposed substitute or "or -equal" at Contractor's expense. G. Substitute Reimbursement: Costs (savings or charges) attributable to acceptance of a substitute shall be incorporated to the Contract by Participating Change Order. 5.06 Pre -Qualification of Bidders (Prime Contractors and Subcontractors) A. The Contractor and any subcontractors are required to be prequalified for the work types requiring pre -qualification 5.07 Concerning Subcontractors, Suppliers, and Others A. Minority and Women Owned Business Enterprise Compliance: CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 17 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 17 of 35 ❑ Required for this Contract. (Check this box if there is any City Participation) ❑ Not Required for this Contract. It is City policy to ensure the full and equitable participation by Minority and Women Business Enterprises (MWBE) in the procurement of goods and services on a contractual basis. If the Contract Documents provide for a MWBE goal, Contractor is required to comply with the intent of the City's MWBE Ordinance (as amended) by the following: 1. Contractor shall, upon request by City, provide complete and accurate information regarding actual work performed by a MWBE on the Contract and payment therefor. 2. Contractor will not make additions, deletions, or substitutions of accepted MWBE without written consent of the City. Any unjustified change or deletion shall be a material breach of Contract and may result in debarment in accordance with the procedures outlined in the Ordinance. 3. Contractor shall, upon request by City, allow an audit and/or examination of any books, records, or files in the possession of the Contractor that will substantiate the actual work performed by an MWBE. Material misrepresentation of any nature will be grounds for termination of the Contract. Any such misrepresentation may be grounds for disqualification of Contractor to bid on future contracts with the City for a period of not less than three years. B. Contractor shall be fully responsible to City for all acts and omissions of the Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as Contractor is responsible for Contractor's own acts and omissions. Nothing in the Contract Documents: 1. shall create for the benefit of any such Subcontractor, Supplier, or other individual or entity any contractual relationship between City and any such Subcontractor, Supplier or other individual or entity; nor 2. shall create any obligation on the part of City to pay or to see to the payment of any moneys due any such Subcontractor, Supplier, or other individual or entity except as may otherwise be required by Laws and Regulations. C. Contractor shall be solely responsible for scheduling and coordinating the Work of Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work under a direct or indirect contract with Contractor. D. All Subcontractors, Suppliers, and such other individuals or entities performing or furnishing any of the Work shall communicate with City through Contractor. E. All Work performed for Contractor by a Subcontractor or Supplier will be pursuant to an appropriate agreement between Contractor and the Subcontractor or Supplier which specifically binds the Subcontractor or Supplier to the applicable terms and conditions of these Contract CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 18 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 18 of 35 Documents, Contractor shall provide City contract numbers and reference numbers to the Subcontractors and/or Suppliers. 5.08 Wage Rates ❑ Required for this Contract. ❑ Not Required for this Contract. A. Duty to pay Prevailing Wage Rates. The Contractor shall comply with all requirements of Chapter 2258, Texas Government Code (as amended), including the payment of not less than the rates determined by the City Council of the City of Fort Worth to be the prevailing wage rates in accordance with Chapter 2258. Such prevailing wage rates are included in these Contract Documents. B. Penalty for Violation. A Contractor or any Subcontractor who does not pay the prevailing wage shall, upon demand made by the City, pay to the City $60 for each worker employed for each calendar day or part of the day that the worker is paid less than the prevailing wage rates stipulated in these contract documents. This penalty shall be retained by the City to offset its administrative costs, pursuant to Texas Government Code 2258.023. C. Complaints of Violations and City Determination of Good Cause. On receipt of information, including a complaint by a worker, concerning an alleged violation of 2258.023, Texas Government Code, by a Contractor or Subcontractor, the City shall make an initial determination, before the 31 st day after the date the City receives the information, as to whether good cause exists to believe that the violation occurred. The City shall notify in writing the Contractor or Subcontractor and any affected worker of its initial determination. Upon the City's determination that there is good cause to believe the Contractor or Subcontractor has violated Chapter 2258, the City shall retain the full amounts claimed by the claimant or claimants as the difference between wages paid and wages due under the prevailing wage rates, such amounts being subtracted from successive progress payments pending a final determination of the violation. D. Arbitration Required if Violation Not Resolved. An issue relating to an alleged violation of Section 2258.023, Texas Government Code, including a penalty owed to the City or an affected worker, shall be submitted to binding arbitration in accordance with the Texas General Arbitration Act (Article 224 et seq., Revised Statutes) if the Contractor or Subcontractor and any affected worker does not resolve the issue by agreement before the 15th day after the date the City makes its initial determination pursuant to Paragraph C above. If the persons required to arbitrate under this section do not agree on an arbitrator before the 11 th day after the date that arbitration is required, a district court shall appoint an arbitrator on the petition of any of the persons. The City is not a parry in the arbitration. The decision and award of the arbitrator is final and binding on all parties and may be enforced in any court of competent jurisdiction. E. Records to be Maintained. The Contractor and each Subcontractor shall, for a period of three (3) years following the date of acceptance of the work, maintain records that show (i) the name and CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 19 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 19 of 35 occupation of each worker employed by the Contractor in the construction of the Work provided for in this Contract; and (ii) the actual per diem wages paid to each worker. The records shall be open at all reasonable hours for inspection by the City. The provisions of Paragraph 6.23, Right to Audit, shall pertain to this inspection. F. Progress Payments. With each progress payment or payroll period, whichever is less, the Contractor shall submit an affidavit stating that the Contractor has complied with the requirements of Chapter 2258, Texas Government Code. G. Posting of Wage Rates. The Contractor shall post prevailing wage rates in a conspicuous place at all times. H. Subcontractor Compliance. The Contractor shall include in its subcontracts and/or shall otherwise require all of its Subcontractors to comply with Paragraphs A through G above. 5.09 Patent Fees and Royalties A. To the fullest extent permitted by Laws and Regulations, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to any infringement of patent rights or copyrights incident to the use in the performance of the Work or resulting from the incorporation in the Work of any invention, design, process, product, or device not specified in the Contract Documents. 5.10 Laws and Regulations A. Contractor shall give all notices required by and shall comply with all Laws and Regulations applicable to the performance of the Work. Except where otherwise expressly required by applicable Laws and Regulations, the City shall not be responsible for monitoring Contractor's compliance with any Laws or Regulations. B. If Contractor performs any Work knowing or having reason to know that it is contrary to Laws or Regulations, Contractor shall bear all claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such Work. However, it shall not be Contractor's responsibility to make certain that the Specifications and Drawings are in accordance with Laws and Regulations, but this shall not relieve Contractor of Contractor's obligations under Paragraph 3.01. 5.11 Use of Site and Other Areas A. Limitation on Use of Site and Other Areas: 1. Contractor shall confine construction equipment, the storage of materials and equipment, and the operations of workers to the Site and other areas permitted by Laws and Regulations, and shall not unreasonably encumber the Site and other areas with construction equipment or CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 20 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 20 of 35 other materials or equipment. Contractor shall assume full responsibility for any damage to any such land or area, or to the owner or occupant thereof, or of any adjacent land or areas resulting from the performance of the Work. 2. At any time when, in the judgment of the City, the Contractor has obstructed or closed or is carrying on operations in a portion of a street, right-of-way, or easement greater than is necessary for proper execution of the Work, the City may require the Contractor to finish the section on which operations are in progress before work is commenced on any additional area of the Site. 3. Should any Damage Claim be made by any such owner or occupant because of the performance of the Work, Contractor shall promptly attempt to resolve the Damage Claim. 4. Pursuant to Paragraph 5.18, Contractor shall indemnify and hold harmless City, from and against all claims, costs, losses, and damages arising out of or relating to any claim or action, legal or equitable, brought by any such owner or occupant against City. B. Removal of Debris During Performance of the Work: During the progress of the Work Contractor shall keep the Site and other areas free from accumulations of waste materials, rubbish, and other debris. Removal and disposal of such waste materials, rubbish, and other debris shall conform to applicable Laws and Regulations. C. Site Maintenance Cleaning: 24 hours after written notice is given to the Contractor that the clean-up on the job site is proceeding in a manner unsatisfactory to the City or Developer, if the Contractor fails to correct the unsatisfactory procedure, the City may take such direct action as the City deems appropriate to correct the clean-up deficiencies cited to the Contractor in the written notice (by letter or electronic communication), and shall be entitled to recover its cost in doing so. The City may withhold Final Acceptance until clean-up is complete and cost are recovered. D. Final Site Cleaning: Prior to Final Acceptance of the Work Contractor shall clean the Site and the Work and make it ready for utilization by City or adjacent property owner. At the completion of the Work Contractor shall remove from the Site all tools, appliances, construction equipment and machinery, and surplus materials and shall restore to original condition or better all property disturbed by the Work. E. Loading Structures: Contractor shall not load nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall Contractor subject any part of the Work or adjacent property to stresses or pressures that will endanger it. 5.12 Record Documents A. Contractor shall maintain in a safe place at the Site or in a place designated by the Contractor and approved by the City, one (1) record copy of all Drawings, Specifications, Addenda, Change Orders, Field Orders, and written interpretations and clarifications in good order and annotated to show changes made during construction. These record documents together with all approved CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 21 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 21 of 35 Samples and a counterpart of all accepted Submittals will be available to City for reference. Upon completion of the Work, these record documents, any operation and maintenance manuals, and Submittals will be delivered to City prior to Final Inspection. Contractor shall include accurate locations for buried and imbedded items. 5.13 Safety and Protection A. Contractor shall be solely responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the Work. Such responsibility does not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work, nor for compliance with applicable safety Laws and Regulations. Contractor shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, injury or loss to: 1. all persons on the Site or who may be affected by the Work; 2. all the Work and materials and equipment to be incorporated therein, whether in storage on or off the Site; and 3. other property at the Site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, roadways, structures, utilities, and Underground Facilities not designated for removal, relocation, or replacement in the course of construction. B. Contractor shall comply with all applicable Laws and Regulations relating to the safety of persons or property, or to the protection of persons or property from damage, injury, or loss; and shall erect and maintain all necessary safeguards for such safety and protection. Contractor shall notify owners of adjacent property and of Underground Facilities and other utility owners when prosecution of the Work may affect them, and shall cooperate with them in the protection, removal, relocation, and replacement of their property. C. Contractor shall comply with the applicable requirements of City's safety programs, if any. D. Contractor shall inform City of the specific requirements of Contractor's safety program, if any, with which City's employees and representatives must comply while at the Site. E. All damage, injury, or loss to any property referred to in Paragraph 5.13.A.2 or 5.13.A.3 caused, directly or indirectly, in whole or in part, by Contractor, any Subcontractor, Supplier, or any other individual or entity directly or indirectly employed by any of them to perform any of the Work, or anyone for whose acts any of them may be liable, shall be remedied by Contractor. F. Contractor's duties and responsibilities for safety and for protection of the Work shall continue until such time as all the Work is completed and City has accepted the Work. 5.14 Safety Representative Contractor shall inform City in writing of Contractor's designated safety representative at the Site. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 22 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 22 of 35 5.15 Hazard Communication Programs Contractor shall be responsible for coordinating any exchange of material safety data sheets or other hazard communication information required to be made available to or exchanged between or among employers in accordance with Laws or Regulations. 5.16 Submittals A. Contractor shall submit required Submittals to City for review and acceptance. Each submittal will be identified as required by City. 1. Submit number of copies specified in the General Requirements. 2. Data shown on the Submittals will be complete with respect to quantities, dimensions, specified performance and design criteria, materials, and similar data to show City the services, materials, and equipment Contractor proposes to provide and to enable City to review the information for the limited purposes required by Paragraph 5.16.C. 3. Submittals submitted as herein provided by Contractor and reviewed by City for conformance with the design concept shall be executed in conformity with the Contract Documents unless otherwise required by City. 4. When Submittals are submitted for the purpose of showing the installation in greater detail, their review shall not excuse Contractor from requirements shown on the Drawings and Specifications. 5. For -Information -Only submittals upon which the City is not expected to conduct review or take responsive action may be so identified in the Contract Documents. 6. Submit required number of Samples specified in the Specifications. 7. Clearly identify each Sample as to material, Supplier, pertinent data such as catalog numbers, the use for which intended and other data as City may require to enable City to review the submittal for the limited purposes required by Paragraph 5.16.C. B. Where a Submittal is required by the Contract Documents or the Schedule of Submittals, any related Work performed prior to City's review and acceptance of the pertinent submittal will be at the sole expense and responsibility of Contractor. C. City's Review: 1. City will provide timely review of required Submittals in accordance with the Schedule of Submittals acceptable to City. City's review and acceptance will be only to determine if the items covered by the submittals will, after installation or incorporation in the Work, conform to the information given in the Contract Documents and be compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 23 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 23 of 35 2. City's review and acceptance will not extend to means, methods, techniques, sequences, or procedures of construction (except where a particular means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the Contract Documents) or to safety precautions or programs incident thereto. The review and acceptance of a separate item as such will not indicate approval of the assembly in which the item functions. 3. City's review and acceptance shall not relieve Contractor from responsibility for any variation from the requirements of the Contract Documents unless Contractor has complied with the requirements of Section 01 33 00 and City has given written acceptance of each such variation by specific written notation thereof incorporated in or accompanying the Submittal. City's review and acceptance shall not relieve Contractor from responsibility for complying with the requirements of the Contract Documents. 5.17 Contractor's General Warranty and Guarantee A. Contractor warrants and guarantees to City that all Work will be in accordance with the Contract Documents and will not be defective. City and its officers, directors, members, partners, employees, agents, consultants, and subcontractors shall be entitled to rely on representation of Contractor's warranty and guarantee. B. Contractor's warranty and guarantee hereunder excludes defects or damage caused by: 1. abuse, modification, or improper maintenance or operation by persons other than Contractor, Subcontractors, Suppliers, or any other individual or entity for whom Contractor is responsible; or 2. normal wear and tear under normal usage. C. Contractor's obligation to perform and complete the Work in accordance with the Contract Documents shall be absolute. None of the following will constitute an acceptance of Work that is not in accordance with the Contract Documents or a release of Contractor's obligation to perform the Work in accordance with the Contract Documents: 1. observations by City; 2. recommendation or payment by City or Developer of any progress or final payment; 3. the issuance of a certificate of Final Acceptance by City or any payment related thereto by City; 4. use or occupancy of the Work or any part thereof by City; 5. any review and acceptance of a Submittal by City; 6. any inspection, test, or approval by others; or CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 24 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 24 of 35 7. any correction of defective Work by City. D. The Contractor shall remedy any defects or damages in the Work and pay for any damage to other work or property resulting therefrom which shall appear within a period of two (2) years from the date of Final Acceptance of the Work unless a longer period is specified and shall furnish a good and sufficient maintenance bond, complying with the requirements of Article 4.02.13. The City will give notice of observed defects with reasonable promptness. 5.18 Indemnification A. Contractor covenants and agrees to indemnify, hold harmless and defend, at its own expense, the City, its officers, servants and employees, from and against any and all claims arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licenses or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. This indemnity provision is intended to include, without limitation, indemnity for costs, expenses and legal fees incurred by the City in defending against such claims and causes of actions. B. Contractor covenants and agrees to indemnify and hold harmless, at its own expense, the City, its officers, servants and employees, from and against any and all loss, damage or destruction of property of the City, arising out of, or alleged to arise out of, the work and services to be performed by the Contractor, its officers, agents, employees, subcontractors, licensees or invitees under this Contract. THIS INDEMNIFICATION PROVISION IS SPECIFICALLY INTENDED TO OPERATE AND BE EFFECTIVE EVEN IF IT IS ALLEGED OR PROVEN THAT ALL OR SOME OF THE DAMAGES BEING SOUGHT WERE CAUSED, IN WHOLE OR IN PART, BY ANY ACT, OMISSION OR NEGLIGENCE OF THE CITY. 5.19 Delegation of Professional Design Services A. Contractor will not be required to provide professional design services unless such services are specifically required by the Contract Documents for a portion of the Work or unless such services are required to carry out Contractor's responsibilities for construction means, methods, techniques, sequences and procedures. B. If professional design services or certifications by a design professional related to systems, materials or equipment are specifically required of Contractor by the Contract Documents, City will specify all performance and design criteria that such services must satisfy. Contractor shall cause such services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, and Submittals prepared by such professional. Submittals related to the Work designed or certified by such professional, if prepared by others, shall bear such professional's written approval when submitted to City. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 25 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 25 of 35 C. City shall be entitled to rely upon the adequacy, accuracy and completeness of the services, certifications or approvals performed by such design professionals, provided City has specified to Contractor performance and design criteria that such services must satisfy. D. Pursuant to this Paragraph 5.19, City's review and acceptance of design calculations and design drawings will be only for the limited purpose of checking for conformance with performance and design criteria given and the design concept expressed in the Contract Documents. City's review and acceptance of Submittals (except design calculations and design drawings) will be only for the purpose stated in Paragraph 5.16.C. 5.20 Right to Audit: A. The City reserves the right to audit all projects utilizing City funds B. The Contractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of the Contractor involving transactions relating to this Contract. Contractor agrees that the City shall have access during Regular Working Hours to all necessary Contractor facilities and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Contractor reasonable advance notice of intended audits. C. Contractor further agrees to include in all its subcontracts hereunder a provision to the effect that the subcontractor agrees that the City shall, until the expiration of three (3) years after final payment under this Contract, have access to and the right to examine and photocopy any directly pertinent books, documents, papers, and records of such Subcontractor, involving transactions to the subcontract, and further, that City shall have access during Regular Working Hours to all Subcontractor facilities, and shall be provided adequate and appropriate work space in order to conduct audits in compliance with the provisions of this Paragraph. The City shall give Subcontractor reasonable advance notice of intended audits. D. Contractor and Subcontractor agree to photocopy such documents as may be requested by the City. The City agrees to reimburse Contractor for the cost of the copies as follows at the rate published in the Texas Administrative Code in effect as of the time copying is performed. 5.21 Nondiscrimination A. The City is responsible for operating Public Transportation Programs and implementing transit - related projects, which are funded in part with Federal financial assistance awarded by the U.S. Department of Transportation and the Federal Transit Administration (FTA), without discriminating against any person in the United States on the basis of race, color, or national origin. B. Title VI, Civil Rights Act of 1964 as amended: Contractor shall comply with the requirements of the Act and the Regulations as further defined in the Supplementary Conditions for any project receiving Federal assistance. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 26 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 26 of 35 ARTICLE 6 — OTHER WORK AT THE SITE 6.01 Related Work at Site A. City may perform other work related to the Project at the Site with City's employees, or other City contractors, or through other direct contracts therefor, or have other work performed by utility owners. If such other work is not noted in the Contract Documents, then written notice thereof will be given to Contractor prior to starting any such other work; and B. Contractor shall afford each other contractor who is a parry to such a direct contract, each utility owner, and City, if City is performing other work with City's employees or other City contractors, proper and safe access to the Site, provide a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other work, and properly coordinate the Work with theirs. Contractor shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise make its several parts come together and properly integrate with such other work. Contractor shall not endanger any work of others by cutting, excavating, or otherwise altering such work; provided, however, that Contractor may cut or alter others' work with the written consent of City and the others whose work will be affected. C. If the proper execution or results of any part of Contractor's Work depends upon work performed by others under this Article 7, Contractor shall inspect such other work and promptly report to City in writing any delays, defects, or deficiencies in such other work that render it unavailable or unsuitable for the proper execution and results of Contractor's Work. Contractor's failure to so report will constitute an acceptance of such other work as fit and proper for integration with Contractor's Work except for latent defects in the work provided by others. ARTICLE 7 — CITY'S RESPONSIBILITIES 7.01 Inspections, Tests, and Approvals City's responsibility with respect to certain inspections, tests, and approvals is set forth in Paragraph 11.03. 7.02 Limitations on City's Responsibilities A. The City shall not supervise, direct, or have control or authority over, nor be responsible for, Contractor's means, methods, techniques, sequences, or procedures of construction, or the safety precautions and programs incident thereto, or for any failure of Contractor to comply with Laws and Regulations applicable to the performance of the Work. City will not be responsible for Contractor's failure to perform the Work in accordance with the Contract Documents. B. City will notify the Contractor of applicable safety plans pursuant to Paragraph 5.13. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 27 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 27 of 35 7.03 Compliance with Safety Program While at the Site, City's employees and representatives shall comply with the specific applicable requirements of Contractor's safety programs of which City has been informed pursuant to Paragraph 5.13. ARTICLE 8 — CITY'S OBSERVATION STATUS DURING CONSTRUCTION 8.01 City's Project Representative City will provide one or more Project Representative(s) during the construction period. The duties and responsibilities and the limitations of authority of City's representative during construction are set forth in the Contract Documents. A. City's Project Representative will make visits to the Site at intervals appropriate to the various stages of construction as City deems necessary in order to observe the progress that has been made and the quality of the various aspects of Contractor's executed Work. Based on information obtained during such visits and observations, City's Project Representative will determine, in general, if the Work is proceeding in accordance with the Contract Documents. City's Project Representative will not be required to make exhaustive or continuous inspections on the Site to check the quality or quantity of the Work. City's Project Representative's efforts will be directed toward providing City a greater degree of confidence that the completed Work will conform generally to the Contract Documents. B. City's Project Representative's visits and observations are subject to all the limitations on authority and responsibility in the Contract Documents. 8.02 Authorized Variations in Work City's Project Representative may authorize minor variations in the Work from the requirements of the Contract Documents which do not involve an adjustment in the Contract Price or the Contract Time and are compatible with the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. These may be accomplished by a Field Order and will be binding on City Developer, and also on Contractor, who shall perform the Work involved promptly. 8.03 Rejecting Defective Work City will have authority to reject Work which City's Project Representative believes to be defective, or will not produce a completed Project that conforms to the Contract Documents or that will prejudice the integrity of the design concept of the completed Project as a functioning whole as indicated by the Contract Documents. City will have authority to conduct special inspection or testing of the Work as provided in Article 11, whether or not the Work is fabricated, installed, or completed. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 28 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 28 of 35 8.04 Determinations for Work Performed Contractor will determine the actual quantities and classifications of Work performed. City's Project Representative will review with Contractor the preliminary determinations on such matters before rendering a written recommendation. City's written decision will be final (except as modified to reflect changed factual conditions or more accurate data). ARTICLE 9 — CHANGES IN THE WORK 9.01 Authorized Changes in the Work A. Without invalidating the Contract and without notice to any surety, City may, at any time or from time to time, order Extra Work. Upon notice of such Extra Work, Contractor shall promptly proceed with the Work involved which will be performed under the applicable conditions of the Contract Documents (except as otherwise specifically provided). Extra Work shall be memorialized by a Participating Change Order which may or may not precede an order of Extra work. B. For minor changes of Work not requiring changes to Contract Time or Contract Price on a project with City participation, a Field Order may be issued by the City. 9.02 Notification to Surety If the provisions of any bond require notice to be given to a surety of any change affecting the general scope of the Work or the provisions of the Contract Documents (including, but not limited to, Contract Price or Contract Time), the giving of any such notice will be Contractor's responsibility. The amount of each applicable bond will be adjusted by the Contractor to reflect the effect of any such change. ARTICLE 10 — CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIME 10.01 Change of Contract Price A. The Contract Price may only be changed by a Participating Change Order for projects with City participation. 10.02 Change of Contract Time A. The Contract Time may only be changed by a Participating Change Order for projects with City participation. 10.03 Delays A. If Contractor is delayed, City shall not be liable to Contractor for any claims, costs, losses, or damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) sustained by Contractor on or in connection with any other project or anticipated project. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 29 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 29 of 35 ARTICLE 11— TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF DEFECTIVE WORK 11.01 Notice of Defects Notice of all defective Work of which City has actual knowledge will be given to Contractor. Defective Work may be rejected, corrected, or accepted as provided in this Article 13. 11.02 Access to Work City, independent testing laboratories, and governmental agencies with jurisdictional interests will have access to the Site and the Work at reasonable times for their observation, inspection, and testing. Contractor shall provide them proper and safe conditions for such access and advise them of Contractor's safety procedures and programs so that they may comply therewith as applicable. 11.03 Tests and Inspections A. Contractor shall give City timely notice of readiness of the Work for all required inspections, tests, or approvals and shall cooperate with inspection and testing personnel to facilitate required inspections or tests. B. If Contract Documents, Laws or Regulations of any public body having jurisdiction require any of the Work (or part thereof) to be inspected, tested, or approved, Contractor shall assume full responsibility for arranging and obtaining such independent inspections, tests, retests or approvals, pay all costs in connection therewith, and furnish City the required certificates of inspection or approval; excepting, however, those fees specifically identified in the Supplementary Conditions or any Texas Department of Licensure and Regulation (TDLR) inspections, which shall be paid as described in the Supplementary Conditions. C. Contractor shall be responsible for arranging and obtaining and shall pay all costs in connection with any inspections, tests, re -tests, or approvals required for City's acceptance of materials or equipment to be incorporated in the Work; or acceptance of materials, mix designs, or equipment submitted for approval prior to Contractor's purchase thereof for incorporation in the Work. Such inspections, tests, re -tests, or approvals shall be performed by organizations approved by City. D. City may arrange for the services of an independent testing laboratory ("Testing Lab") to perform any inspections or tests ("Testing") for any part of the Work, as determined solely by City. 1. City will coordinate such Testing to the extent possible, with Contractor; 2. Should any Testing under this Section 11.03 D result in a "fail", "did not pass" or other similar negative result, the Contractor shall be responsible for paying for any and all retests. Contractor's cancellation without cause of City initiated Testing shall be deemed a negative result and require a retest. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 30 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 30 of 35 3. Any amounts owed for any retest under this Section 11.03 D shall be paid directly to the Testing Lab by Contractor. City will forward all invoices for retests to Developer/Contractor. 4. If Contractor fails to pay the Testing Lab, City will not issue a letter of Final Acceptance until the Testing Lab is Paid E. If any Work (or the work of others) that is to be inspected, tested, or approved is covered by Contractor without written concurrence of City, Contractor shall, if requested by City, uncover such Work for observation. 11.04 Uncovering Work A. If any Work is covered contrary to the Contract Documents or specific instructions by the City, it must, if requested by City, be uncovered for City's observation and replaced at Contractor's expense. 11.05 City May Stop the Work If the Work is defective, or Contractor fails to supply sufficient skilled workers or suitable materials or equipment, or fails to perform the Work in such a way that the completed Work will conform to the Contract Documents, City may order Contractor to stop the Work, or any portion thereof, until the cause for such order has been eliminated; however, this right of City to stop the Work shall not give rise to any duty on the part of City to exercise this right for the benefit of Contractor, any Subcontractor, any Supplier, any other individual or entity, or any surety for, or employee or agent of any of them. 11.06 Correction or Removal of Defective Work A. Promptly after receipt of written notice, Contractor shall correct all defective Work pursuant to an acceptable schedule, whether or not fabricated, installed, or completed, or, if the Work has been rejected by City, remove it from the Project and replace it with Work that is not defective. Contractor shall pay all claims, costs, additional testing, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution costs) arising out of or relating to such correction or removal (including but not limited to all costs of repair or replacement of work of others). Failure to require the removal of any defective Work shall not constitute acceptance of such Work. B. When correcting defective Work under the terms of this Paragraph 11.06 or Paragraph 11.07, Contractor shall take no action that would void or otherwise impair City's special warranty and guarantee, if any, on said Work. 11.07 Correction Period A. If within two (2) years after the date of Final Acceptance (or such longer period of time as may be prescribed by the terms of any applicable special guarantee required by the Contract CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 31 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 31 of 35 Documents), any Work is found to be defective, or if the repair of any damages to the land or areas made available for Contractor's use by City or permitted by Laws and Regulations as contemplated in Paragraph 5.10.A is found to be defective, Contractor shall promptly, without cost to City and in accordance with City's written instructions: 1. repair such defective land or areas; or 2. correct such defective Work; or 3. if the defective Work has been rejected by City, remove it from the Project and replace it with Work that is not defective, and 4. satisfactorily correct or repair or remove and replace any damage to other Work, to the work of others or other land or areas resulting therefrom. B. If Contractor does not promptly comply with the terms of City's written instructions, or in an emergency where delay would cause serious risk of loss or damage, City may have the defective Work corrected or repaired or may have the rejected Work removed and replaced. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) arising out of or relating to such correction or repair or such removal and replacement (including but not limited to all costs of repair or replacement of work of others) will be paid by Contractor. C. Where defective Work (and damage to other Work resulting therefrom) has been corrected or removed and replaced under this Paragraph 11.07, the correction period hereunder with respect to such Work may be required to be extended for an additional period of one year after the end of the initial correction period. City shall provide 30 days written notice to Contractor and Developer should such additional warranty coverage be required. Contractor's obligations under this Paragraph 11.07 are in addition to any other obligation or warranty. The provisions of this Paragraph 11.07 shall not be construed as a substitute for, or a waiver of, the provisions of any applicable statute of limitation or repose. 11.08 City May Correct Defective Work A. If Contractor fails within a reasonable time after written notice from City to correct defective Work, or to remove and replace rejected Work as required by City in accordance with Paragraph 11.06.A, or if Contractor fails to perform the Work in accordance with the Contract Documents, or if Contractor fails to comply with any other provision of the Contract Documents, City may, after seven (7) days written notice to Contractor and the Developer, correct, or remedy any such deficiency. B. In exercising the rights and remedies under this Paragraph 11.09, City shall proceed expeditiously. In connection with such corrective or remedial action, City may exclude Contractor from all or part of the Site, take possession of all or part of the Work and suspend Contractor's services related thereto, and incorporate in the Work all materials and equipment incorporated in the Work, stored at the Site or for which City has paid Contractor but which are CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 32 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 32 of 35 stored elsewhere. Contractor shall allow City, City's representatives, agents, consultants, employees, and City's other contractors, access to the Site to enable City to exercise the rights and remedies under this Paragraph. C. All claims, costs, losses, and damages (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or other dispute resolution costs) incurred or sustained by City in exercising the rights and remedies under this Paragraph 13.09 will be charged against Contractor, and a Change Order will be issued incorporating the necessary revisions in the Contract Documents with respect to the Work; and City shall be entitled to an appropriate decrease in the Contract Price. D. Contractor shall not be allowed an extension of the Contract Time because of any delay in the performance of the Work attributable to the exercise of City's rights and remedies under this Paragraph 11.09. ARTICLE 12 — COMPLETION 12.01 Contractor's Warranty of Title Contractor warrants and guarantees that title to all Work, materials, and equipment covered by any Application for Payment will pass to City no later than the time of Final Acceptance and shall be free and clear of all Liens. 12.02 Partial Utilization A. Prior to Final Acceptance of all the Work, City may use or occupy any substantially completed part of the Work which has specifically been identified in the Contract Documents, or which City, determines constitutes a separately functioning and usable part of the Work that can be used by City for its intended purpose without significant interference with Contractor's performance of the remainder of the Work. City at any time may notify Contractor in writing to permit City to use or occupy any such part of the Work which City determines to be ready for its intended use, subject to the following conditions: 1. Contractor at any time may notify City in writing that Contractor considers any such part of the Work ready for its intended use. 2. Within a reasonable time after notification as enumerated in Paragraph 14.05.A.1, City and Contractor shall make an inspection of that part of the Work to determine its status of completion. If City does not consider that part of the Work to be substantially complete, City will notify Contractor in writing giving the reasons therefor. 3. Partial Utilization will not constitute Final Acceptance by City. 12.03 Final Inspection A. Upon written notice from Contractor that the entire Work is complete in accordance with the Contract Documents: CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 33 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 33 of 35 1. within 10 days, City will schedule a Final Inspection with Contractor. 2. City will notify Contractor in writing of all particulars in which this inspection reveals that the Work is incomplete or defective. Contractor shall immediately take such measures as are necessary to complete such Work or remedy such deficiencies. 12.04 Final Acceptance A. Upon completion by Contractor to City's satisfaction, of any additional Work identified in the Final Inspection, City will issue to Contractor a letter of Final Acceptance upon the satisfaction of the following: 1. All documentation called for in the Contract Documents, including but not limited to the evidence of insurance required by Paragraph 5.03; 2. consent of the surety, if any, to Final Acceptance; 3. a list of all pending or released Damage Claims against City that Contractor believes are unsettled; and 4. affidavits of payments and complete and legally effective releases or waivers (satisfactory to City) of all Lien rights arising out of or Liens filed in connection with the Work. 5. after all Damage Claims have been resolved: a. directly by the Contractor or; b. Contractor provides evidence that the Damage Claim has been reported to Contractor's insurance provider for resolution. 6. Issuing Final Acceptance by the City shall not relieve the Contractor of any guarantees or other requirements of the Contract Documents which specifically continue thereafter. ARTICLE 13 — SUSPENSION OF WORK 13.01 City May Suspend Work A. At any time and without cause, City may suspend the Work or any portion thereof by written notice to Contractor and which may fix the date on which Work will be resumed. Contractor shall resume the Work on the date so fixed. During temporary suspension of the Work covered by these Contract Documents, for any reason, the City will stop contract time on City participation projects. B. Should the Contractor not be able to complete a portion of the Project due to causes beyond the control of and without the fault or negligence of the Contractor, and should it be determined by mutual consent of the Contractor and City that a solution to allow construction to proceed is not CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 00 73 10- 34 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 34 of 35 available within a reasonable period of time, Contractor may request an extension in Contract Time, directly attributable to any such suspension. C. If it should become necessary to suspend the Work for an indefinite period, the Contractor shall store all materials in such a manner that they will not obstruct or impede the public unnecessarily nor become damaged in any way, and he shall take every precaution to prevent damage or deterioration of the work performed; he shall provide suitable drainage about the work, and erect temporary structures where necessary. ARTICLE 14 — MISCELLANEOUS 14.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if - delivered in person to the individual or to a member of the firm or to an officer of the corporation for whom it is intended; or 2. delivered at or sent by registered or certified mail, postage prepaid, to the last business address known to the giver of the notice. B. Business address changes must be promptly made in writing to the other party. C. Whenever the Contract Documents specifies giving notice by electronic means such electronic notice shall be deemed sufficient upon confirmation of receipt by the receiving party. 14.02 Computation of Times When any period of time is referred to in the Contract Documents by days, it will be computed to exclude the first and include the last day of such period. If the last day of any such period falls on a Saturday or Sunday or on a day made a legal holiday the next Working Day shall become the last day of the period. 14.03 Cumulative Remedies The duties and obligations imposed by these General Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be construed in any way as a limitation of, any rights and remedies available to any or all of them which are otherwise imposed or available by Laws or Regulations, by special warranty or guarantee, or by other provisions of the Contract Documents. The provisions of this Paragraph will be as effective as if repeated specifically in the Contract Documents in connection with each particular duty, obligation, right, and remedy to which they apply. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 0073 10- 35 Standard City Conditions Of The Construction Contract For Developer Awarded Projects Page 35 of 35 14.04 Survival of Obligations All representations, indemnifications, warranties, and guarantees made in, required by, or given in accordance with the Contract Documents, as well as all continuing obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Contract or termination of the services of Contractor. 14.05 Headings Article and paragraph headings are inserted for convenience only and do not constitute parts of these General Conditions. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CITY CONDITIONS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised: January 10, 2013 1 2 3 PART1- GENERAL 4 1.1 SUMMARY SECTION 01 11 00 SUMMARY OF WORK 011100-1 DAP SUMMARY OF WORK Page 1 of 3 5 A. Section Includes: 6 1. Summary of Work to be performed in accordance with the Contract Documents 7 B. Deviations from this City of Fort Worth Standard Specification 8 1. None. 9 C. Related Specification Sections include, but are not necessarily limited to: 10 1. Division 0 - Bidding Requirements, Contract Forms, and Conditions of the Contract 11 2. Division 1 - General Requirements 12 1.2 PRICE AND PAYMENT PROCEDURES 13 A. Measurement and Payment 14 1. Work associated with this Item is considered subsidiary to the various items bid. 15 No separate payment will be allowed for this Item. 16 1.3 REFERENCES [NOT USED] 17 1.4 ADMINISTRATIVE REQUIREMENTS 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 A. Work Covered by Contract Documents 1. Work is to include furnishing all labor, materials, and equipment, and performing all Work necessary for this construction project as detailed in the Drawings and Specifications. B. Subsidiary Work 1. Any and all Work specifically governed by documentary requirements for the project, such as conditions imposed by the Drawings or Contract Documents in which no specific item for bid has been provided for in the Proposal and the item is not a typical unit bid item included on the standard bid item list, then the item shall be considered as a subsidiary item of Work, the cost of which shall be included in the price bid in the Proposal for various bid items. C. Use of Premises 1. Coordinate uses of premises under direction of the City. 2. Assume full responsibility for protection and safekeeping of materials and equipment stored on the Site. 3. Use and occupy only portions of the public streets and alleys, or other public places or other rights -of -way as provided for in the ordinances of the City, as shown in the Contract Documents, or as may be specifically authorized in writing by the City. a. A reasonable amount of tools, materials, and equipment for construction purposes may be stored in such space, but no more than is necessary to avoid delay in the construction operations. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104969 Revised December 20, 2012 011100-2 DAP SUMMARY OF WORK Page 2 of 3 1 b. Excavated and waste materials shall be stored in such a way as not to interfere 2 with the use of spaces that may be designated to be left free and unobstructed 3 and so as not to inconvenience occupants of adjacent property. 4 c. If the street is occupied by railroad tracks, the Work shall be carried on in such 5 manner as not to interfere with the operation of the railroad. 6 1) All Work shall be in accordance with railroad requirements set forth in 7 Division 0 as well as the railroad permit. 8 D. Work within Easements 9 1. Do not enter upon private property for any purpose without having previously 10 obtained permission from the owner of such property. 11 2. Do not store equipment or material on private property unless and until the 12 specified approval of the property owner has been secured in writing by the 13 Contractor and a copy furnished to the City. 14 3. Unless specifically provided otherwise, clear all rights -of -way or easements of 15 obstructions which must be removed to make possible proper prosecution of the 16 Work as a part of the project construction operations. 17 4. Preserve and use every precaution to prevent damage to, all trees, shrubbery, plants, 18 lawns, fences, culverts, curbing, and all other types of structures or improvements, 19 to all water, sewer, and gas lines, to all conduits, overhead pole lines, or 20 appurtenances thereof, including the construction of temporary fences and to all 21 other public or private property adjacent to the Work. 22 5. Notify the proper representatives of the owners or occupants of the public or private 23 lands of interest in lands which might be affected by the Work. 24 a. Such notice shall be made at least 48 hours in advance of the beginning of the 25 Work. 26 b. Notices shall be applicable to both public and private utility companies and any 27 corporation, company, individual, or other, either as owners or occupants, 28 whose land or interest in land might be affected by the Work. 29 c. Be responsible for all damage or injury to property of any character resulting 30 from any act, omission, neglect, or misconduct in the manner or method or 31 execution of the Work, or at any time due to defective work, material, or 32 equipment. 33 6. Fence 34 a. Restore all fences encountered and removed during construction of the Project 35 to the original or a better than original condition. 36 b. Erect temporary fencing in place of the fencing removed whenever the Work is 37 not in progress and when the site is vacated overnight, and/or at all times to 38 provide site security. 39 c. The cost for all fence work within easements, including removal, temporary 40 closures and replacement, shall be subsidiary to the various items bid in the 41 project proposal, unless a bid item is specifically provided in the proposal. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104969 Revised December 20, 2012 011100-3 DAP SUMMARY OF WORK Page 3 of 3 1 1.5 SUBMITTALS [NOT USED] 2 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.7 CLOSEOUT SUBMITTALS [NOT USED] 4 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.9 QUALITY ASSURANCE [NOT USED] 6 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.11 FIELD [SITE] CONDITIONS [NOT USED] 8 1.12 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 END OF SECTION 12 13 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — Developer Awarded Projects City Project No. 104969 Revised December 20, 2012 012500-1 SECTION 0125 00 SUBSTITUTION PROCEDURES PART1- GENERAL 1.1 SUMMARY DAP SUBSTITUTION PROCEDURES Page 1 of 4 A. Section Includes: 1. The procedure for requesting the approval of substitution of a product that is not equivalent to a product which is specified by descriptive or performance criteria or defined by reference to 1 or more of the following: a. Name of manufacturer b. Name of vendor c. Trade name d. Catalog number 2. Substitutions are not "or -equals". B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Request for Substitution - General 1. Within 30 days after award of Contract (unless noted otherwise), the City will consider formal requests from Contractor for substitution of products in place of those specified. 2. Certain types of equipment and kinds of material are described in Specifications by means of references to names of manufacturers and vendors, trade names, or catalog numbers. a. When this method of specifying is used, it is not intended to exclude from consideration other products bearing other manufacturer's or vendor's names, trade names, or catalog numbers, provided said products are "or -equals," as determined by City. 3. Other types of equipment and kinds of material may be acceptable substitutions under the following conditions: a. Or -equals are unavailable due to strike, discontinued production of products meeting specified requirements, or other factors beyond control of Contractor; or, CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 1 012500-2 DAP SUBSTITUTION PROCEDURES Page 2 of 4 b. Contractor proposes a cost and/or time reduction incentive to the City. 1.5 SUBMITTALS A. See Request for Substitution Form (attached) B. Procedure for Requesting Substitution 1. Substitution shall be considered only: a. After award of Contract b. Under the conditions stated herein 2. Submit 3 copies of each written request for substitution, including: a. Documentation 1) Complete data substantiating compliance of proposed substitution with Contract Documents 2) Data relating to changes in construction schedule, when a reduction is proposed 3) Data relating to changes in cost b. For products 1) Product identification a) Manufacturer's name b) Telephone number and representative contact name c) Specification Section or Drawing reference of originally specified product, including discrete name or tag number assigned to original product in the Contract Documents 2) Manufacturer's literature clearly marked to show compliance of proposed product with Contract Documents 3) Itemized comparison of original and proposed product addressing product characteristics including, but not necessarily limited to: a) Size b) Composition or materials of construction c) Weight d) Electrical or mechanical requirements 4) Product experience a) Location of past projects utilizing product b) Name and telephone number of persons associated with referenced projects knowledgeable concerning proposed product c) Available field data and reports associated with proposed product 5) Samples a) Provide at request of City. b) Samples become the property of the City. c. For construction methods: 1) Detailed description of proposed method 2) Illustration drawings C. Approval or Rejection 1. Written approval or rejection of substitution given by the City 2. City reserves the right to require proposed product to comply with color and pattern of specified product if necessary to secure design intent. 3. In the event the substitution is approved, if a reduction in cost or time results, it will be documented by Change Order. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 2 012500-3 DAP SUBSTITUTION PROCEDURES Page 3 of 4 4. Substitution will be rejected i£ a. Submittal is not through the Contractor with his stamp of approval b. Request is not made in accordance with this Specification Section c. In the Developer's opinion, acceptance will require substantial revision of the original design d. In the City's or Developer's opinion, substitution will not perform adequately the function consistent with the design intent 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. In making request for substitution or in using an approved product, the Contractor represents that the Contractor: 1. Has investigated proposed product, and has determined that it is adequate or superior in all respects to that specified, and that it will perform function for which it is intended 2. Will provide same guarantee for substitute item as for product specified 3. Will coordinate installation of accepted substitution into Work, to include building modifications if necessary, making such changes as may be required for Work to be complete in all respects 4. Waives all claims for additional costs related to substitution which subsequently arise 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 101►I1XI)QM01400ce)eI Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 3 012500-4 DAP SUBSTITUTION PROCEDURES Page 4 of 4 EXHIBIT A REQUEST FOR SUBSTITUTION FORM: TO: PROJECT: DATE: We hereby submit for your consideration the following product instead of the specified item for the above project: SECTION PARAGRAPH SPECIFIED ITEM Proposed Substitution: Reason for Substitution: Include complete information on changes to Drawings and/or Specifications which proposed substitution will require for its proper installation. Fill in Blanks Below: A. Will the undersigned contractor pay for changes to the building design, including engineering and detailing costs caused by the requested substitution? B. What effect does substitution have on other trades? C. Differences between proposed substitution and specified item? D. Differences in product cost or product delivery time? E. Manufacturer's guarantees of the proposed and specified items are: Equal Better (explain on attachment) The undersigned states that the function, appearance and quality are equivalent or superior to the specified item. Submitted By: For Use by City Signature Recommended Recommended as noted Firm Not recommended _ Received late Address By Date Date Remarks Telephone For Use by City: Approved Rejected City Date CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 4 013119-1 SECTION 01 31 19 PRECONSTRUCTION MEETING PART1- GENERAL 1.1 SUMMARY DAP PRECONSTRUCTION MEETING Page 1 of 3 A. Section Includes: 1. Provisions for the preconstruction meeting to be held prior to the start of Work to clarify construction contract administration procedures B. Deviations from this City of Fort Worth Standard Specification 1. No construction schedule required unless requested by the City. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Attend preconstruction meeting. 2. Representatives of Contractor, subcontractors and suppliers attending meetings shall be qualified and authorized to act on behalf of the entity each represents. 3. Meeting administered by City may be tape recorded. a. If recorded, tapes will be used to prepare minutes and retained by City for future reference. B. Preconstruction Meeting 1. A preconstruction meeting will be held within 14 days after the delivery of the distribution package to the City. a. The meeting will be scheduled and administered by the City. 2. The Project Representative will preside at the meeting, prepare the notes of the meeting and distribute copies of same to all participants who so request by fully completing the attendance form to be circulated at the beginning of the meeting. 3. Attendance shall include: a. Developer and Consultant b. Contractor's project manager c. Contractor's superintendent d. Any subcontractor or supplier representatives whom the Contractor may desire to invite or the City may request CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 0131 19 - 2 DAP PRECONSTRUCTION MEETING Page 2 of 3 e. Other City representatives f. Others as appropriate 4. Preliminary Agenda may include: a. Introduction of Project Personnel b. General Description of Project c. Status of right-of-way, utility clearances, easements or other pertinent permits d. Contractor's work plan and schedule e. Contract Time f. Notice to Proceed g. Construction Staking h. Progress Payments i. Extra Work and Change Order Procedures j. Field Orders k. Disposal Site Letter for Waste Material 1. Insurance Renewals in. Payroll Certification n. Material Certifications and Quality Control Testing o. Public Safety and Convenience p. Documentation of Pre -Construction Conditions q. Weekend Work Notification r. Legal Holidays s. Trench Safety Plans t. Confined Space Entry Standards u. Coordination with the City's representative for operations of existing water systems v. Storm Water Pollution Prevention Plan w. Coordination with other Contractors x. Early Warning System y. Contractor Evaluation z. Special Conditions applicable to the project aa. Damages Claims bb. Submittal Procedures cc. Substitution Procedures dd. Correspondence Routing ee. Record Drawings ff. Temporary construction facilities gg. MBE/SBE procedures hh. Final Acceptance ii. Final Payment jj. Questions or Comments CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013119-3 DAP PRECONSTRUCTION MEETING Page 3 of 3 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 SECTION 01 33 00 DAP SUBMITTALS PART1- GENERAL 1.1 SUMMARY 013300-1 DAP SUBMITTALS Page 1 of 8 A. Section Includes: 1. General methods and requirements of submissions applicable to the following Work -related submittals: a. Shop Drawings b. Product Data (including Standard Product List submittals) c. Samples d. Mock Ups B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Coordination 1. Notify the City in writing, at the time of submittal, of any deviations in the submittals from the requirements of the Contract Documents. Coordination of Submittal Times a. Prepare, prioritize and transmit each submittal sufficiently in advance of performing the related Work or other applicable activities, or within the time specified in the individual Work Sections, of the Specifications. b. Contractor is responsible such that the installation will not be delayed by processing times including, but not limited to: a) Disapproval and resubmittal (if required) b) Coordination with other submittals c) Testing d) Purchasing e) Fabrication f) Delivery g) Similar sequenced activities c. No extension of time will be authorized because of the Contractor's failure to transmit submittals sufficiently in advance of the Work. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 01 33 00 - 2 DAP SUBMITTALS Page 2 of 8 d. Make submittals promptly in accordance with approved schedule, and in such sequence as to cause no delay in the Work or in the work of any other contractor. B. Submittal Numbering 1. When submitting shop drawings or samples, utilize a 9-character submittal cross- reference identification numbering system in the following manner: a. Use the first 6 digits of the applicable Specification Section Number. b. For the next 2 digits number use numbers 01-99 to sequentially number each initial separate item or drawing submitted under each specific Section number. c. Last use a letter, A-Z, indicating the resubmission of the same drawing (i.e. A=2nd submission, B=3rd submission, C=4th submission, etc.). A typical submittal number would be as follows: 03 30 00-08-B 1) 03 30 00 is the Specification Section for Concrete 2) 08 is the eighth initial submittal under this Specification Section 3) B is the third submission (second resubmission) of that particular shop drawing C. Contractor Certification 1. Review shop drawings, product data and samples, including those by subcontractors, prior to submission to determine and verify the following: a. Field measurements b. Field construction criteria c. Catalog numbers and similar data d. Conformance with the Contract Documents 2. Provide each shop drawing, sample and product data submitted by the Contractor with a Certification Statement affixed including: a. The Contractor's Company name b. Signature of submittal reviewer c. Certification Statement 1) `By this submittal, I hereby represent that I have determined and verified field measurements, field construction criteria, materials, dimensions, catalog numbers and similar data and I have checked and coordinated each item with other applicable approved shop drawings." D. Submittal Format 1. Fold shop drawings larger than 8 1/2 inches x 11 inches to 8 1/2 inches x 11inches. 2. Bind shop drawings and product data sheets together. 3. Order a. Cover Sheet 1) Description of Packet 2) Contractor Certification b. List of items / Table of Contents c. Product Data /Shop Drawings/Samples /Calculations E. Submittal Content 1. The date of submission and the dates of any previous submissions CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013300-3 DAP SUBMITTALS Page 3 of 8 2. The Project title and number 3. Contractor identification 4. The names o£ a. Contractor b. Supplier c. Manufacturer 5. Identification of the product, with the Specification Section number, page and paragraph(s) 6. Field dimensions, clearly identified as such 7. Relation to adjacent or critical features of the Work or materials 8. Applicable standards, such as ASTM or Federal Specification numbers 9. Identification by highlighting of deviations from Contract Documents 10. Identification by highlighting of revisions on resubmittals 11. An 8-inch x 3-inch blank space for Contractor and City stamps F. Shop Drawings 1. As specified in individual Work Sections includes, but is not necessarily limited to: a. Custom -prepared data such as fabrication and erection/installation (working) drawings b. Scheduled information c. Setting diagrams d. Actual shopwork manufacturing instructions e. Custom templates f Special wiring diagrams g. Coordination drawings h. Individual system or equipment inspection and test reports including: 1) Performance curves and certifications i. As applicable to the Work 2. Details a. Relation of the various parts to the main members and lines of the structure b. Where correct fabrication of the Work depends upon field measurements 1) Provide such measurements and note on the drawings prior to submitting for approval. G. Product Data 1. For submittals of product data for products included on the City's Standard Product List, clearly identify each item selected for use on the Project. 2. For submittals of product data for products not included on the City's Standard Product List, submittal data may include, but is not necessarily limited to: a. Standard prepared data for manufactured products (sometimes referred to as catalog data) 1) Such as the manufacturer's product specification and installation instructions 2) Availability of colors and patterns 3) Manufacturer's printed statements of compliances and applicability 4) Roughing -in diagrams and templates 5) Catalog cuts 6) Product photographs CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 01 33 00 - 4 DAP SUBMITTALS Page 4 of 8 7) Standard wiring diagrams 8) Printed performance curves and operational -range diagrams 9) Production or quality control inspection and test reports and certifications 10) Mill reports 11) Product operating and maintenance instructions and recommended spare -parts listing and printed product warranties 12) As applicable to the Work H. Samples 1. As specified in individual Sections, include, but are not necessarily limited to: a. Physical examples of the Work such as: 1) Sections of manufactured or fabricated Work 2) Small cuts or containers of materials 3) Complete units of repetitively used products color/texture/pattern swatches and range sets 4) Specimens for coordination of visual effect 5) Graphic symbols and units of Work to be used by the City for independent inspection and testing, as applicable to the Work I. Do not start Work requiring a shop drawing, sample or product data nor any material to be fabricated or installed prior to the approval or qualified approval of such item. 1. Fabrication performed, materials purchased or on -site construction accomplished which does not conform to approved shop drawings and data is at the Contractor's risk. 2. The City will not be liable for any expense or delay due to corrections or remedies required to accomplish conformity. 3. Complete project Work, materials, fabrication, and installations in conformance with approved shop drawings, applicable samples, and product data. J. Submittal Distribution 1. Electronic Distribution a. Confirm development of Project directory for electronic submittals to be uploaded to City's Buzzsaw site, or another external FTP site approved by the City. b. Shop Drawings 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals b) If Contractor requires more than 1 hard copy of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. c. Product Data 1) Upload submittal to designated project directory and notify appropriate City representatives via email of submittal posting. 2) Hard Copies a) 3 copies for all submittals d. Samples 1) Distributed to the Project Representative 2. Hard Copy Distribution (if required in lieu of electronic distribution) CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013300-5 DAP SUBMITTALS Page 5 of 8 a. Shop Drawings 1) Distributed to the City 2) Copies a) 8 copies for mechanical submittals b) 7 copies for all other submittals c) If Contractor requires more than 3 copies of Shop Drawings returned, Contractor shall submit more than the number of copies listed above. b. Product Data 1) Distributed to the City 2) Copies a) 4 copies c. Samples 1) Distributed to the Project Representative 2) Copies a) Submit the number stated in the respective Specification Sections. 3. Distribute reproductions of approved shop drawings and copies of approved product data and samples, where required, to the job site file and elsewhere as directed by the City. a. Provide number of copies as directed by the City but not exceeding the number previously specified. K. Submittal Review 1. The review of shop drawings, data and samples will be for general conformance with the design concept and Contract Documents. This is not to be construed as: a. Permitting any departure from the Contract requirements b. Relieving the Contractor of responsibility for any errors, including details, dimensions, and materials c. Approving departures from details furnished by the City, except as otherwise provided herein 2. The review and approval of shop drawings, samples or product data by the City does not relieve the Contractor from his/her responsibility with regard to the fulfillment of the terms of the Contract. a. All risks of error and omission are assumed by the Contractor, and the City will have no responsibility therefore. 3. The Contractor remains responsible for details and accuracy, for coordinating the Work with all other associated work and trades, for selecting fabrication processes, for techniques of assembly and for performing Work in a safe manner. 4. If the shop drawings, data or samples as submitted describe variations and show a departure from the Contract requirements which City finds to be in the interest of the City and to be so minor as not to involve a change in Contract Price or time for performance, the City may return the reviewed drawings without noting an exception. 5. Submittals will be returned to the Contractor under 1 of the following codes: a. Code 1 1) "NO EXCEPTIONS TAKEN" is assigned when there are no notations or comments on the submittal. a) When returned under this code the Contractor may release the equipment and/or material for manufacture. b. Code 2 CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013300-6 DAP SUBMITTALS Page 6 of 8 1) "EXCEPTIONS NOTED". This code is assigned when a confirmation of the notations and comments IS NOT required by the Contractor. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. c. Code 3 1) "EXCEPTIONS NOTED/RESUBMIT". This combination of codes is assigned when notations and comments are extensive enough to require a resubmittal of the package. a) The Contractor may release the equipment or material for manufacture; however, all notations and comments must be incorporated into the final product. b) This resubmittal is to address all comments, omissions and non -conforming items that were noted. c) Reuubmittal is to be received by the City within 15 Calendar Days of the date of the City's transmittal requiring the resubmittal. d. Code 4 1) "NOT APPROVED" is assigned when the submittal does not meet the intent of the Contract Documents. a) The Contractor must resubmit the entire package revised to bring the submittal into conformance. b) It may be necessary to resubmit using a different manufacturer/vendor to meet the Contract Documents. 6. Resubmittals a. Handled in the same manner as first submittals 1) Corrections other than requested by the City 2) Marked with revision triangle or other similar method a) At Contractor's risk if not marked b. Submittals for each item will be reviewed no more than twice at the City's expense. 1) All subsequent reviews will be performed at times convenient to the City and at the Contractor's expense, based on the City's or City Representative's then prevailing rates. 2) Provide Contractor reimbursement to the City within 30 Calendar Days for all such fees invoiced by the City. c. The need for more than 1 resubmission or any other delay in obtaining City's review of submittals, will not entitle the Contractor to an extension of Contract Time. 7. Partial Submittals a. City reserves the right to not review submittals deemed partial, at the City's discretion. b. Submittals deemed by the City to be not complete will be returned to the Contractor, and will be considered "Not Approved" until resubmitted. c. The City may at its option provide a list or mark the submittal directing the Contractor to the areas that are incomplete. 8. If the Contractor considers any correction indicated on the shop drawings to constitute a change to the Contract Documents, then written notice must be provided thereof to the Developer at least 7 Calendar Days prior to release for manufacture. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013300-7 DAP SUBMITTALS Page 7 of 8 9. When the shop drawings have been completed to the satisfaction of the City, the Contractor may carry out the construction in accordance therewith and no further changes therein except upon written instructions from the City. 10. Each submittal, appropriately coded, will be returned within 30 Calendar Days following receipt of submittal by the City. L. Mock ups 1. Mock Up units as specified in individual Sections, include, but are not necessarily limited to, complete units of the standard of acceptance for that type of Work to be used on the Project. Remove at the completion of the Work or when directed. M. Qualifications 1. If specifically required in other Sections of these Specifications, submit a P.E. Certification for each item required. N. Request for Information (RFI) 1. Contractor Request for additional information a. Clarification or interpretation of the contract documents b. When the Contractor believes there is a conflict between Contract Documents c. When the Contractor believes there is a conflict between the Drawings and Specifications 1) Identify the conflict and request clarification 2. Sufficient information shall be attached to permit a written response without further information. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013300-8 DAP SUBMITTALS Page 8 of 8 PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 12/20/2012 D. Johnson 1.4.K.8. Working Days modified to Calendar Days CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August 30, 2013 013513-1 DAP SPECIAL PROJECT PROCEDURES Page 1 of 7 1 SECTION 0135 13 2 SPECIAL PROJECT PROCEDURES 3 PART1- GENERAL 4 1.1 SUMMARY 5 A. Section Includes: 6 1. The procedures for special project circumstances that includes, but is not limited to: 7 a. Coordination with the Texas Department of Transportation 8 b. Work near High Voltage Lines 9 c. Confined Space Entry Program 10 d. Air Pollution Watch Days 11 e. Use of Explosives, Drop Weight, Etc. 12 £ Water Department Notification 13 g. Public Notification Prior to Beginning Construction 14 h. Coordination with United States Army Corps of Engineers 15 i. Coordination within Railroad permits areas 16 j. Dust Control 17 k. Employee Parking 18 B. Deviations from this City of Fort Worth Standard Specification 19 1. None. 20 C. Related Specification Sections include, but are not necessarily limited to: 21 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 22 2. Division 1 — General Requirements 23 3. Section 33 12 25 — Connection to Existing Water Mains 24 25 1.2 REFERENCES 26 A. Reference Standards 27 1. Reference standards cited in this Specification refer to the current reference 28 standard published at the time of the latest revision date logged at the end of this 29 Specification, unless a date is specifically cited. 30 2. Health and Safety Code, Title 9. Safety, Subtitle A. Public Safety, Chapter 752. 31 High Voltage Overhead Lines. 32 3. North Central Texas Council of Governments (NCTCOG) — Clean Construction 33 Specification 34 1.3 ADMINISTRATIVE REQUIREMENTS 35 A. Coordination with the Texas Department of Transportation 36 1. When work in the right-of-way which is under the jurisdiction of the Texas 37 Department of Transportation (TxDOT): 38 a. Notify the Texas Department of Transportation prior to commencing any work 39 therein in accordance with the provisions of the permit CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 013513-2 DAP SPECIAL PROJECT PROCEDURES Page 2 of 7 b. All work performed in the TxDOT right-of-way shall be performed in compliance with and subject to approval from the Texas Department of Transportation B. Work near High Voltage Lines 1. Regulatory Requirements a. All Work near High Voltage Lines (more than 600 volts measured between conductors or between a conductor and the ground) shall be in accordance with Health and Safety Code, Title 9, Subtitle A, Chapter 752. 2. Warning sign a. Provide sign of sufficient size meeting all OSHA requirements. 3. Equipment operating within 10 feet of high voltage lines will require the following safety features a. Insulating cage -type of guard about the boom or arm b. Insulator links on the lift hook connections for back hoes or dippers c. Equipment must meet the safety requirements as set forth by OSHA and the safety requirements of the owner of the high voltage lines 4. Work within 6 feet of high voltage electric lines a. Notification shall be given to: 1) The power company (example: ONCOR) a) Maintain an accurate log of all such calls to power company and record action taken in each case. b. Coordination with power company 1) After notification coordinate with the power company to: a) Erect temporary mechanical barriers, de -energize the lines, or raise or lower the lines c. No personnel may work within 6 feet of a high voltage line before the above requirements have been met. C. Confined Space Entry Program 1. Provide and follow approved Confined Space Entry Program in accordance with OSHA requirements. 2. Confined Spaces include: a. Manholes b. All other confined spaces in accordance with OSHA's Permit Required for Confined Spaces D. Use of Explosives, Drop Weight, Etc. 1. When Contract Documents permit on the project the following will apply: a. Public Notification 1) Submit notice to City and proof of adequate insurance coverage, 24 hours prior to commencing. 2) Minimum 24 hour public notification in accordance with Section 013 1 13 E. Water Department Coordination 1. During the construction of this project, it will be necessary to deactivate, for a period of time, existing lines. The Contractor shall be required to coordinate with the Water Department to determine the best times for deactivating and activating those lines. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 013513-3 DAP SPECIAL PROJECT PROCEDURES Page 3 of 7 1 2. Coordinate any event that will require connecting to or the operation of an existing 2 City water line system with the City's representative. 3 a. Coordination shall be in accordance with Section 33 12 25. 4 b. If needed, obtain a hydrant water meter from the Water Department for use 5 during the life of named project. 6 c. In the event that a water valve on an existing live system be turned off and on 7 to accommodate the construction of the project is required, coordinate this 8 activity through the appropriate City representative. 9 1) Do not operate water line valves of existing water system. 10 a) Failure to comply will render the Contractor in violation of Texas Penal 11 Code Title 7, Chapter 28.03 (Criminal Mischief) and the Contractor 12 will be prosecuted to the full extent of the law. 13 b) In addition, the Contractor will assume all liabilities and 14 responsibilities as a result of these actions. 15 F. Public Notification Prior to Beginning Construction 16 1. Prior to beginning construction on any block in the project, on a block by block 17 basis, prepare and deliver a notice or flyer of the pending construction to the front 18 door of each residence or business that will be impacted by construction. The notice 19 shall be prepared as follows: 20 a. Post notice or flyer 7 days prior to beginning any construction activity on each 21 block in the project area. 22 1) Prepare flyer on the Contractor's letterhead and include the following 23 information: 24 a) Name of Project 25 b) City Project No (CPN) 26 c) Scope of Project (i.e. type of construction activity) 27 d) Actual construction duration within the block 28 e) Name of the contractor's foreman and phone number 29 f) Name of the City's inspector and phone number 30 g) City's after-hours phone number 31 2) A sample of the `pre -construction notification' flyer is attached as Exhibit 32 A. 33 3) Submit schedule showing the construction start and finish time for each 34 block of the project to the inspector. 35 4) Deliver flyer to the City Inspector for review prior to distribution. 36 b. No construction will be allowed to begin on any block until the flyer is 37 delivered to all residents of the block. 38 G. Public Notification of Temporary Water Service Interruption during Construction 39 1. In the event it becomes necessary to temporarily shut down water service to 40 residents or businesses during construction, prepare and deliver a notice or flyer of 41 the pending interruption to the front door of each affected resident. 42 2. Prepared notice as follows: 43 a. The notification or flyer shall be posted 24 hours prior to the temporary 44 interruption. 45 b. Prepare flyer on the contractor's letterhead and include the following 46 information: 47 1) Name of the project 48 2) City Project Number CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 0135 13 - 4 DAP SPECIAL PROJECT PROCEDURES Page 4 of 7 1 3) Date of the interruption of service 2 4) Period the interruption will take place 3 5) Name of the contractor's foreman and phone number 4 6) Name of the City's inspector and phone number 5 c. A sample of the temporary water service interruption notification is attached as 6 Exhibit B. 7 d. Deliver a copy of the temporary interruption notification to the City inspector 8 for review prior to being distributed. 9 e. No interruption of water service can occur until the flyer has been delivered to 10 all affected residents and businesses. 11 f. Electronic versions of the sample flyers can be obtained from the Project 12 Construction Inspector. 13 H. Coordination with United States Army Corps of Engineers (USACE) 14 1. At locations in the Project where construction activities occur in areas where 15 USACE permits are required, meet all requirements set forth in each designated 16 permit. 17 1. Coordination within Railroad Permit Areas 18 1. At locations in the project where construction activities occur in areas where 19 railroad permits are required, meet all requirements set forth in each designated 20 railroad permit. This includes, but is not limited to, provisions for: 21 a. Flagmen 22 b. Inspectors 23 c. Safety training 24 d. Additional insurance 25 e. Insurance certificates 26 £ Other employees required to protect the right-of-way and property of the 27 Railroad Company from damage arising out of and/or from the construction of 28 the project. Proper utility clearance procedures shall be used in accordance 29 with the permit guidelines. 30 2. Obtain any supplemental information needed to comply with the railroad's 31 requirements. 32 J. Dust Control 33 1. Use acceptable measures to control dust at the Site. 34 a. If water is used to control dust, capture and properly dispose of waste water. 35 b. If wet saw cutting is performed, capture and properly dispose of slurry. 36 K. Employee Parking 37 1. Provide parking for employees at locations approved by the City. 38 L. {Coordination with North Central Texas Council of Governments (NCTCOG) Clean 39 Construction Specification [if required for the project] 40 1. Comply with equipment, operational, reporting and enforcement requirements set 41 forth in NCTCOG's Clean Construction Specification. } CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 013513-5 DAP SPECIAL PROJECT PROCEDURES Page 5 of 7 1 1.4 SUBMITTALS [NOT USED] 2 1.5 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 3 1.6 CLOSEOUT SUBMITTALS [NOT USED] 4 1.7 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 5 1.8 QUALITY ASSURANCE [NOT USED] 6 1.9 DELIVERY, STORAGE, AND HANDLING [NOT USED] 7 1.10 FIELD [SITE] CONDITIONS [NOT USED] 8 1.11 WARRANTY [NOT USED] 9 PART 2 - PRODUCTS [NOT USED] 10 PART 3 - EXECUTION [NOT USED] 11 12 13 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 1.3.13— Added requirement of compliance with Health and Safety Code, Title 9. 8/31/2012 D. Johnson Safety, Subtitle A. Public Safety, Chapter 752. High Voltage Overhead Lines. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 01 35 13 -6 DAP SPECIAL PROJECT PROCEDURES 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 EXHIBIT A (To be printed on Contractor's Letterhead) Date: CPN No.: Project Name: Mapsco Location: Limits of Construction: Page 6 of 7 THIS IS TO INFORM YOU THAT UNDER A CONTRACT WITH THE CITY OF FORT WORTH, OUR COMPANY WILL WORK ON UTILITY LINES ON OR AROUND YOUR PROPERTY. CONSTRUCTION WILL BEGIN APPROXIMATELY SEVEN DAYS FROM THE DATE OF THIS NOTICE. IF YOU HAVE QUESTIONS ABOUT ACCESS, SECURITY, SAFETY OR ANY OTHER ISSUE, PLEASE CALL: Mr. <CONTRACTOR'S SUPERINTENDENT> AT <TELEPHONE NO.> OR Mr. <CITY INSPECTOR> AT < TELEPHONE NO.> AFTER 4:30 PM OR ON WEEKENDS, PLEASE CALL (817) 392 8306 PLEASE KEEP THIS FLYER HANDY WHEN YOU CALL CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS —DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 1 2 3 4 Date: EXHIBIT B FORT WORTH DOE NO. XXXX Project Name: 013513-7 DAP SPECIAL PROJECT PROCEDURES Page 7 of 7 NOTICE OF TEMPORARY WATER SERVICE INITERRUPTIONI DUE TO UTILITY IMPROVEMENTS IN YOUR NEIGHBORHOOD, YOUR WATER SERVICE WILL BE INTERRUPTED ON BETWEEN THE HOURS OF AND IF YOU HAVE QUESTIONS ABOUT THIS SHUT -OUT, PLEASE CALL: MR. AT (CONTRACTORS SUPERINTENDENT) (TELEPHONE NUMBER) OR MR. AT (CITY INSPECTOR) (TELEPHONE NUMBER) THIS INCONVENIENCE WILL BE AS SHORT AS POSSIBLE. THANK YOU, ,CONTRACTOR CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised August, 30, 2013 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 1 of 2 SECTION 0145 23 TESTING AND INSPECTION SERVICES PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Testing and inspection services procedures and coordination B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. a. Contractor is responsible for performing, coordinating, and payment of all Quality Control testing. b. City is responsible for performing and payment for first set of Quality Assurance testing. 1) If the first Quality Assurance test performed by the City fails, the Contractor is responsible for payment of subsequent Quality Assurance testing until a passing test occurs. a) Final acceptance will not be issued by City until all required payments for testing by Contractor have been paid in full. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Testing 1. Complete testing in accordance with the Contract Documents. 2. Coordination a. When testing is required to be performed by the City, notify City, sufficiently in advance, when testing is needed. b. When testing is required to be completed by the Contractor, notify City, sufficiently in advance, that testing will be performed. 3. Distribution of Testing Reports a. Electronic Distribution 1) Confirm development of Project directory for electronic submittals to be uploaded to the City's document management system, or another form of distribution approved by the City. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 01 45 23 DAP TESTING AND INSPECTION SERVICES Page 2 of 2 2) Upload test reports to designated project directory and notify appropriate City representatives via email of submittal posting. 3) Hard Copies a) 1 copy for all submittals submitted to the Project Representative b. Hard Copy Distribution (if required in lieu of electronic distribution) 1) Tests performed by City a) Distribute 1 hard copy to the Contractor 2) Tests performed by the Contractor a) Distribute 3 hard copies to City's Project Representative 4. Provide City's Project Representative with trip tickets for each delivered load of Concrete or Lime material including the following information: a. Name of pit b. Date of delivery c. Material delivered B. Inspection 1. Inspection or lack of inspection does not relieve the Contractor from obligation to perform work in accordance with the Contract Documents. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE UJILU/LULU v. v. magana through the City's document management system. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 015000-1 DAP TEMPORARY FACILITIES AND CONTROLS Page 1 of 4 SECTION 0150 00 TEMPORARY FACILITIES AND CONTROLS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Provide temporary facilities and controls needed for the Work including, but not necessarily limited to: a. Temporary utilities b. Sanitary facilities c. Storage Sheds and Buildings d. Dust control e. Temporary fencing of the construction site B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Temporary Utilities 1. Obtaining Temporary Service a. Make arrangements with utility service companies for temporary services. b. Abide by rules and regulations of utility service companies or authorities having jurisdiction. c. Be responsible for utility service costs until Work is approved for Final Acceptance. 1) Included are fuel, power, light, heat and other utility services necessary for execution, completion, testing and initial operation of Work. 2. Water a. Contractor to provide water required for and in connection with Work to be performed and for specified tests of piping, equipment, devices or other use as required for the completion of the Work. b. Provide and maintain adequate supply of potable water for domestic consumption by Contractor personnel and City's Project Representatives. c. Coordination 1) Contact City 1 week before water for construction is desired CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised JULY 1, 2011 1 01 50 00 - 2 DAP TEMPORARY FACILITIES AND CONTROLS Page 2 of 4 d. Contractor Payment for Construction Water 1) Obtain construction water meter from City for payment as billed by City's established rates. 3. Electricity and Lighting a. Provide and pay for electric powered service as required for Work, including testing of Work. 1) Provide power for lighting, operation of equipment, or other use. b. Electric power service includes temporary power service or generator to maintain operations during scheduled shutdown. 4. Telephone a. Provide emergency telephone service at Site for use by Contractor personnel and others performing work or furnishing services at Site. 5. Temporary Heat and Ventilation a. Provide temporary heat as necessary for protection or completion of Work. b. Provide temporary heat and ventilation to assure safe working conditions. B. Sanitary Facilities 1. Provide and maintain sanitary facilities for persons on Site. a. Comply with regulations of State and local departments of health. Enforce use of sanitary facilities by construction personnel at job site. a. Enclose and anchor sanitary facilities. b. No discharge will be allowed from these facilities. c. Collect and store sewage and waste so as not to cause nuisance or health problem. d. Haul sewage and waste off -site at no less than weekly intervals and properly dispose in accordance with applicable regulation. Locate facilities near Work Site and keep clean and maintained throughout Project. 4. Remove facilities at completion of Project C. Storage Sheds and Buildings 1. Provide adequately ventilated, watertight, weatherproof storage facilities with floor above ground level for materials and equipment susceptible to weather damage. 2. Storage of materials not susceptible to weather damage may be on blocks off ground. 3. Store materials in a neat and orderly manner. a. Place materials and equipment to permit easy access for identification, inspection and inventory. 4. Equip building with lockable doors and lighting, and provide electrical service for equipment space heaters and heating or ventilation as necessary to provide storage environments acceptable to specified manufacturers. 5. Fill and grade site for temporary structures to provide drainage away from temporary and existing buildings. 6. Remove building from site prior to Final Acceptance. D. Temporary Fencing 1. Provide and maintain for the duration or construction when required in contract documents E. Dust Control CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised JULY 1, 20112 015000-3 DAP TEMPORARY FACILITIES AND CONTROLS Page 3 of 4 1. Contractor is responsible for maintaining dust control through the duration of the project. a. Contractor remains on -call at all times b. Must respond in a timely manner F. Temporary Protection of Construction 1. Contractor or subcontractors are responsible for protecting Work from damage due to weather. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 INSTALLATION A. Temporary Facilities 1. Maintain all temporary facilities for duration of construction activities as needed. 3.5 [REPAIR] / [RESTORATION] 3.6 RE -INSTALLATION 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES A. Temporary Facilities CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised JULY 1, 20113 01 50 00 - 4 DAP TEMPORARY FACILITIES AND CONTROLS Page 4 of 4 1. Remove all temporary facilities and restore area after completion of the Work, to a condition equal to or better than prior to start of Work. 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised JULY 1, 20114 015526-1 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 1 of 3 SECTION 0155 26 STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Administrative procedures for: a. Street Use Permit b. Modification of approved traffic control c. Removal of Street Signs B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 34 71 13 —Traffic Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES A. Reference Standards 1. Reference standards cited in this specification refer to the current reference standard published at the time of the latest revision date logged at the end of this specification, unless a date is specifically cited. 2. Texas Manual on Uniform Traffic Control Devices (TMUTCD). 1.4 ADMINISTRATIVE REQUIREMENTS A. Traffic Control 1. General a. When traffic control plans are included in the Drawings, provide Traffic Control in accordance with Drawings and Section 34 71 13. b. When traffic control plans are not included in the Drawings, prepare traffic control plans in accordance with Section 34 71 13 and submit to City for review. 1) Allow minimum 10 working days for review of proposed Traffic Control. B. Street Use Permit 1. Prior to installation of Traffic Control, a City Street Use Permit is required. a. To obtain Street Use Permit, submit Traffic Control Plans to City Transportation and Public Works Department. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 01 55 26 - 2 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 2 of 3 1) Allow a minimum of 5 working days for permit review. 2) Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. C. Modification to Approved Traffic Control 1. Prior to installation traffic control: a. Submit revised traffic control plans to City Department Transportation and Public Works Department. 1) Revise Traffic Control plans in accordance with Section 34 71 13. 2) Allow minimum 5 working days for review of revised Traffic Control. 3) It is the Contractor's responsibility to coordinate review of Traffic Control plans for Street Use Permit, such that construction is not delayed. D. Removal of Street Sign 1. If it is determined that a street sign must be removed for construction, then contact City Transportation and Public Works Department, Signs and Markings Division to remove the sign. E. Temporary Signage 1. In the case of regulatory signs, replace permanent sign with temporary sign meeting requirements of the latest edition of the Texas Manual on Uniform Traffic Control Devices (MUTCD). 2. Install temporary sign before the removal of permanent sign. 3. When construction is complete, to the extent that the permanent sign can be reinstalled, contact the City Transportation and Public Works Department, Signs and Markings Division, to reinstall the permanent sign. F. Traffic Control Standards 1. Traffic Control Standards can be found on the City's Buzzsaw website. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 015526-3 DAP STREET USE PERMIT AND MODIFICATIONS TO TRAFFIC CONTROL Page 3 of 3 Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 015713-1 DAP STORM WATER POLLUTION PREVENTION Page 1 of 3 SECTION 01 5713 STORM WATER POLLUTION PREVENTION PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Procedures for Storm Water Pollution Prevention Plans B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1 — General Requirements 3. Section 3125 00 — Erosion and Sediment Control 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Construction Activities resulting in less than 1 acre of disturbance a. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 2. Construction Activities resulting in greater than 1 acre of disturbance a. Measurement and Payment shall be in accordance with Section 3125 00. 1.3 REFERENCES A. Abbreviations and Acronyms 1. Notice of Intent: NOI 2. Notice of Termination: NOT 3. Storm Water Pollution Prevention Plan: SWPPP 4. Texas Commission on Environmental Quality: TCEQ 5. Notice of Change: NOC A. Reference Standards 1. Reference standards cited in this Specification refer to the current reference standard published at the time of the latest revision date logged at the end of this Specification, unless a date is specifically cited. 2. Integrated Storm Management (iSWM) Technical Manual for Construction Controls 1.4 ADMINISTRATIVE REQUIREMENTS A. General 1. Contractor is responsible for resolution and payment of any fines issued associated with compliance to Stormwater Pollution Prevention Plan. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 0157 13 - 2 DAP STORM WATER POLLUTION PREVENTION Page 2 of 3 B. Construction Activities resulting in: 1. Less than 1 acre of disturbance a. Provide erosion and sediment control in accordance with Section 3125 00 and Drawings. 1 to less than 5 acres of disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) TCEQ Small Construction Site Notice Required under general permit TXR150000 a) Sign and post at job site b) Prior to Preconstruction Meeting, send 1 copy to City Department of Transportation and Public Works, Environmental Division, (817) 392- 6088. 2) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 5 acres or more of Disturbance a. Texas Pollutant Discharge Elimination System (TPDES) General Construction Permit is required b. Complete SWPPP in accordance with TCEQ requirements 1) Prepare a TCEQ NOI form and submit to TCEQ along with required fee a) Sign and post at job site b) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 2) TCEQ Notice of Change required if making changes or updates to NOI 3) Provide erosion and sediment control in accordance with: a) Section 3125 00 b) The Drawings c) TXR150000 General Permit d) SWPPP e) TCEQ requirements 4) Once the project has been completed and all the closeout requirements of TCEQ have been met a TCEQ Notice of Termination can be submitted. a) Send copy to City Department of Transportation and Public Works, Environmental Division, (817) 392-6088. 1.5 SUBMITTALS A. SWPPP Submit in accordance with Section 0133 00, except as stated herein. a. Prior to the Preconstruction Meeting, submit a draft copy of SWPPP to the City as follows: 1) 1 copy to the City Project Manager a) City Project Manager will forward to the City Department of Transportation and Public Works, Environmental Division for review CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 015713-3 DAP STORM WATER POLLUTION PREVENTION Page 3 of 3 B. Modified SWPPP 1. If the SWPPP is revised during construction, resubmit modified SWPPP to the City in accordance with Section 0133 00. 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised July 1, 2011 01 60 00 SECTION 0160 00 PRODUCT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY DAP PRODUCT REQUIREMENTS Page 1 of 2 A. Section Includes: 1. References for Product Requirements and City Standard Products List B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES [NOT USED] 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A list of City approved products for use is available through the City's website at: httiDs:Havvs.fortworthtexas.2ov/ProiectResources/ and following the directory path: 02 - Construction Documents\Standard Products List A. Only products specifically included on City's Standard Product List in these Contract Documents shall be allowed for use on the Project. 1. Any subsequently approved products will only be allowed for use upon specific approval by the City. B. Any specific product requirements in the Contract Documents supersede similar products included on the City's Standard Product List. 1. The City reserves the right to not allow products to be used for certain projects even though the product is listed on the City's Standard Product List. C. Although a specific product is included on City's Standard Product List, not all products from that manufacturer are approved for use, including but not limited to, that manufacturer's standard product. D. See Section 01 33 00 for submittal requirements of Product Data included on City's Standard Product List. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 01 60 00 DAP PRODUCT REQUIREMENTS Page 2 of 2 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] DATE NAME END OF SECTION Revision Log SUMMARY OF CHANGE 10/12/12 D. Johnson Modified Location of City's Standard Product List 4/7/2014 M.Domenech Revised for DAP application W/M/LULU L). v. magana accessible through the City's website. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised March 20, 2020 01 66 00 - 1 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 1 of 4 SECTION 0166 00 PRODUCT STORAGE AND HANDLING REQUIREMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Scheduling of product delivery 2. Packaging of products for delivery 3. Protection of products against damage from: a. Handling b. Exposure to elements or harsh environments B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALS/INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 DELIVERY AND HANDLING A. Delivery Requirements 1. Schedule delivery of products or equipment as required to allow timely installation and to avoid prolonged storage. 2. Provide appropriate personnel and equipment to receive deliveries. 3. Delivery trucks will not be permitted to wait extended periods of time on the Site for personnel or equipment to receive the delivery. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 66 00 - 2 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 2 of 4 4. Deliver products or equipment in manufacturer's original unbroken cartons or other containers designed and constructed to protect the contents from physical or environmental damage. 5. Clearly and fully mark and identify as to manufacturer, item and installation location. 6. Provide manufacturer's instructions for storage and handling. B. Handling Requirements 1. Handle products or equipment in accordance with these Contract Documents and manufacturer's recommendations and instructions. C. Storage Requirements 1. Store materials in accordance with manufacturer's recommendations and requirements of these Specifications. 2. Make necessary provisions for safe storage of materials and equipment. a. Place loose soil materials and materials to be incorporated into Work to prevent damage to any part of Work or existing facilities and to maintain free access at all times to all parts of Work and to utility service company installations in vicinity of Work. 3. Keep materials and equipment neatly and compactly stored in locations that will cause minimum inconvenience to other contractors, public travel, adjoining owners, tenants and occupants. a. Arrange storage to provide easy access for inspection. 4. Restrict storage to areas available on construction site for storage of material and equipment as shown on Drawings, or approved by City's Project Representative. 5. Provide off -site storage and protection when on -site storage is not adequate. a. Provide addresses of and access to off -site storage locations for inspection by City's Project Representative. 6. Do not use lawns, grass plots or other private property for storage purposes without written permission of owner or other person in possession or control of premises. 7. Store in manufacturers' unopened containers. 8. Neatly, safely and compactly stack materials delivered and stored along line of Work to avoid inconvenience and damage to property owners and general public and maintain at least 3 feet from fire hydrant. 9. Keep public and private driveways and street crossings open. 10. Repair or replace damaged lawns, sidewalks, streets or other improvements to satisfaction of City's Project Representative. a. Total length which materials may be distributed along route of construction at one time is 1,000 linear feet, unless otherwise approved in writing by City's Project Representative. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 016600-3 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 3 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 ERECTION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL A. Tests and Inspections 1. Inspect all products or equipment delivered to the site prior to unloading. B. Non -Conforming Work 1. Reject all products or equipment that are damaged, used or in any other way unsatisfactory for use on the project. 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION A. Protect all products or equipment in accordance with manufacturer's written directions. B. Store products or equipment in location to avoid physical damage to items while in storage. C. Protect equipment from exposure to elements and keep thoroughly dry if required by the manufacturer. 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 66 00 - 4 DAP PRODUCT STORAGE AND HANDLING REQUIREMENTS Page 4 of 4 Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application I r CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 SECTION 0174 23 CLEANING PART1- GENERAL 1.1 SUMMARY 017423-1 DAP CLEANING Page 1 of 4 A. Section Includes: 1. Intermediate and final cleaning for Work not including special cleaning of closed systems specified elsewhere B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 3. Section 32 92 13 — Hydro -Mulching, Seeding and Sodding 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Scheduling 1. Schedule cleaning operations so that dust and other contaminants disturbed by cleaning process will not fall on newly painted surfaces. 2. Schedule final cleaning upon completion of Work and immediately prior to final inspection. 1.5 SUBMITTALS [NOT USED] 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE [NOT USED] 1.10 STORAGE, AND HANDLING A. Storage and Handling Requirements 1. Store cleaning products and cleaning wastes in containers specifically designed for those materials. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 1 01 74 23 - 2 DAP CLEANING Page 2 of 4 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER-SUPPLIEDPRODUCTS [NOT USED] 2.2 MATERIALS A. Cleaning Agents 1. Compatible with surface being cleaned 2. New and uncontaminated 3. For manufactured surfaces a. Material recommended by manufacturer 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 APPLICATION [NOT USED] 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING A. General 1. Prevent accumulation of wastes that create hazardous conditions. 2. Conduct cleaning and disposal operations to comply with laws and safety orders of governing authorities. 3. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains or sewers. 4. Dispose of degradable debris at an approved solid waste disposal site. 5. Dispose of nondegradable debris at an approved solid waste disposal site or in an alternate manner approved by City and regulatory agencies. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 2 Ic 01 74 23 - 3 DAP CLEANING Page 3 of 4 Handle materials in a controlled manner with as few handlings as possible. Thoroughly clean, sweep, wash and polish all Work and equipment associated with this project. Remove all signs of temporary construction and activities incidental to construction of required permanent Work. If project is not cleaned to the satisfaction of the City, the City reserves the right to have the cleaning completed at the expense of the Contractor. 10. Do not burn on -site. B. Intermediate Cleaning during Construction 1. Keep Work areas clean so as not to hinder health, safety or convenience of personnel in existing facility operations. 2. At maximum weekly intervals, dispose of waste materials, debris and rubbish. 3. Confine construction debris daily in strategically located container(s): a. Cover to prevent blowing by wind b. Store debris away from construction or operational activities c. Haul from site at a minimum of once per week 4. Vacuum clean interior areas when ready to receive finish painting. a. Continue vacuum cleaning on an as -needed basis, until Final Acceptance. 5. Prior to storm events, thoroughly clean site of all loose or unsecured items, which may become airborne or transported by flowing water during the storm. C. Exterior (Site or Right of Way) Final Cleaning 1. Remove trash and debris containers from site. a. Re -seed areas disturbed by location of trash and debris containers in accordance with Section 32 92 13. 2. Sweep roadway to remove all rocks, pieces of asphalt, concrete or any other object that may hinder or disrupt the flow of traffic along the roadway. 3. Clean any interior areas including, but not limited to, vaults, manholes, structures, junction boxes and inlets. 4. If no longer required for maintenance of erosion facilities, and upon approval by City, remove erosion control from site. 5. Clean signs, lights, signals, etc. 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 3 01 74 23 - 4 DAP CLEANING Page 4 of 4 END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP application f CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 4 SECTION 01 7719 CLOSEOUT REQUIREMENTS PART1- GENERAL 1.1 SUMMARY 017719-1 DAP CLOSEOUT REQUIREMENTS Page 1 of 3 A. Section Includes: 1. The procedure for closing out a contract B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Guarantees, Bonds and Affidavits 1. No application for final payment will be accepted until all guarantees, bonds, certificates, licenses and affidavits required for Work or equipment as specified are satisfactorily filed with the City. B. Release of Liens or Claims 1. No application for final payment will be accepted until satisfactory evidence of release of liens has been submitted to the City. fl-IMY1113u•IY0ky.11 .y A. Submit all required documentation to City's Project Representative. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 017719-2 DAP CLOSEOUT REQUIREMENTS Page 2 of 3 1.6 INFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 CLOSEOUT PROCEDURE A. Prior to requesting Final Inspection, submit: 1. Project Record Documents in accordance with Section 0178 39 2. Operation and Maintenance Data, if required, in accordance with Section 0178 23 B. Prior to requesting Final Inspection, perform final cleaning in accordance with Section 01 74 23. C. Final Inspection 1. After final cleaning, provide notice to the City Project Representative that the Work is completed. a. The City will make an initial Final Inspection with the Contractor present. b. Upon completion of this inspection, the City will notify the Contractor, in writing within 10 business days, of any particulars in which this inspection reveals that the Work is defective or incomplete. 2. Upon receiving written notice from the City, immediately undertake the Work required to remedy deficiencies and complete the Work to the satisfaction of the City. 3. Upon completion of Work associated with the items listed in the City's written notice, inform the City, that the required Work has been completed. Upon receipt of this notice, the City, in the presence of the Contractor, will make a subsequent Final Inspection of the project. 4. Provide all special accessories required to place each item of equipment in full operation. These special accessory items include, but are not limited to: a. Specified spare parts b. Adequate oil and grease as required for the first lubrication of the equipment c. Initial fill up of all chemical tanks and fuel tanks d. Light bulbs e. Fuses £ Vault keys g. Handwheels h. Other expendable items as required for initial start-up and operation of a]I equipment D. Notice of Project Completion CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 017719-3 DAP CLOSEOUT REQUIREMENTS Page 3 of 3 1. Once the City Project Representative finds the Work subsequent to Final Inspection to be satisfactory, the City will issue a Notice of Project Completion (Green Sheet). E. Supporting Documentation 1. Coordinate with the City Project Representative to complete the following additional forms: a. Final Payment Request b. Statement of Contract Time c. Affidavit of Payment and Release of Liens d. Consent of Surety to Final Payment e. Pipe Report (if required) f. Contractor's Evaluation of City g. Performance Evaluation of Contractor F. Letter of Final Acceptance 1. Upon review and acceptance of Notice of Project Completion and Supporting Documentation, in accordance with General Conditions, City will issue Letter of Final Acceptance and release the Final Payment Request for payment. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] DATE 4/7/2014 f f QW1051�l M.Domenech END OF SECTION Revision Log SUMMARY OF CHANGE Revised for DAP application CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 017823-1 DAP OPERATION AND MAINTENANCE DATA Page 1 of 5 SECTION 0178 23 OPERATION AND MAINTENANCE DATA PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Product data and related information appropriate for City's maintenance and operation of products furnished under Contract 2. Such products may include, but are not limited to: a. Traffic Controllers b. Irrigation Controllers (to be operated by the City) c. Butterfly Valves B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS A. Schedule 1. Submit manuals in final form to the City within 30 calendar days of product shipment to the project site. 1.5 SUBMITTALS A. Submittals shall be in accordance with Section 01 33 00. All submittals shall be approved by the City prior to delivery. 1.6 INFORMATIONAL SUBMITTALS A. Submittal Form Prepare data in form of an instructional manual for use by City personnel. 2. Format a. Size: 8 1/2 inches x 11 inches b. Paper 1) 40 pound minimum, white, for typed pages 2) Holes reinforced with plastic, cloth or metal c. Text: Manufacturer's printed data, or neatly typewritten CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 78 23 - 2 DAP OPERATION AND MAINTENANCE DATA Page 2 of 5 d. Drawings 1) Provide reinforced punched binder tab, bind in with text 2) Reduce larger drawings and fold to size of text pages. e. Provide fly -leaf for each separate product, or each piece of operating equipment. 1) Provide typed description of product, and major component parts of equipment. 2) Provide indexed tabs. f. Cover 1) Identify each volume with typed or printed title "OPERATING AND MAINTENANCE INSTRUCTIONS". 2) List: a) Title of Project b) Identity of separate structure as applicable c) Identity of general subject matter covered in the manual Binders a. Commercial quality 3-ring binders with durable and cleanable plastic covers b. When multiple binders are used, correlate the data into related consistent groupings. 4. If available, provide an electronic form of the O&M Manual. B. Manual Content Neatly typewritten table of contents for each volume, arranged in systematic order a. Contractor, name of responsible principal, address and telephone number b. A list of each product required to be included, indexed to content of the volume c. List, with each product: 1) The name, address and telephone number of the subcontractor or installer 2) A list of each product required to be included, indexed to content of the volume 3) Identify area of responsibility of each 4) Local source of supply for parts and replacement d. Identify each product by product name and other identifying symbols as set forth in Contract Documents. 2. Product Data a. Include only those sheets which are pertinent to the specific product. b. Annotate each sheet to: 1) Clearly identify specific product or part installed 2) Clearly identify data applicable to installation 3) Delete references to inapplicable information 3. Drawings a. Supplement product data with drawings as necessary to clearly illustrate: 1) Relations of component parts of equipment and systems 2) Control and flow diagrams b. Coordinate drawings with information in Project Record Documents to assure correct illustration of completed installation. c. Do not use Project Record Drawings as maintenance drawings. 4. Written text, as required to supplement product data for the particular installation: a. Organize in consistent format under separate headings for different procedures. b. Provide logical sequence of instructions of each procedure. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 7823 -3 DAP OPERATION AND MAINTENANCE DATA Page 3 of 5 5. Copy of each warranty, bond and service contract issued a. Provide information sheet for City personnel giving: 1) Proper procedures in event of failure 2) Instances which might affect validity of warranties or bonds C. Manual for Materials and Finishes 1. Submit 5 copies of complete manual in final form. 2. Content, for architectural products, applied materials and finishes: a. Manufacturer's data, giving full information on products 1) Catalog number, size, composition 2) Color and texture designations 3) Information required for reordering special manufactured products b. Instructions for care and maintenance 1) Manufacturer's recommendation for types of cleaning agents and methods 2) Cautions against cleaning agents and methods which are detrimental to product 3) Recommended schedule for cleaning and maintenance 3. Content, for moisture protection and weather exposure products: a. Manufacturer's data, giving full information on products 1) Applicable standards 2) Chemical composition 3) Details of installation b. Instructions for inspection, maintenance and repair D. Manual for Equipment and Systems 1. Submit 5 copies of complete manual in final form. 2. Content, for each unit of equipment and system, as appropriate: a. Description of unit and component parts 1) Function, normal operating characteristics and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Operating procedures 1) Start-up, break-in, routine and normal operating instructions 2) Regulation, control, stopping, shut -down and emergency instructions 3) Summer and winter operating instructions 4) Special operating instructions c. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Alignment, adjusting and checking d. Servicing and lubrication schedule 1) List of lubricants required e. Manufacturer's printed operating and maintenance instructions f. Description of sequence of operation by control manufacturer 1) Predicted life of parts subject to wear 2) Items recommended to be stocked as spare parts g. As installed control diagrams by controls manufacturer h. Each contractor's coordination drawings 1) As installed color coded piping diagrams CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 78 23 - 4 DAP OPERATION AND MAINTENANCE DATA Page 4 of 5 i. Charts of valve tag numbers, with location and function of each valve j. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage k. Other data as required under pertinent Sections of Specifications 3. Content, for each electric and electronic system, as appropriate: a. Description of system and component parts 1) Function, normal operating characteristics, and limiting conditions 2) Performance curves, engineering data and tests 3) Complete nomenclature and commercial number of replaceable parts b. Circuit directories of panelboards 1) Electrical service 2) Controls 3) Communications c. As installed color coded wiring diagrams d. Operating procedures 1) Routine and normal operating instructions 2) Sequences required 3) Special operating instructions e. Maintenance procedures 1) Routine operations 2) Guide to "trouble shooting" 3) Disassembly, repair and reassembly 4) Adjustment and checking £ Manufacturer's printed operating and maintenance instructions g. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage h. Other data as required under pertinent Sections of Specifications 4. Prepare and include additional data when the need for such data becomes apparent during instruction of City's personnel. 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Provide operation and maintenance data by personnel with the following criteria: 1. Trained and experienced in maintenance and operation of described products 2. Skilled as technical writer to the extent required to communicate essential data 3. Skilled as draftsman competent to prepare required drawings CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 7823 -5 DAP OPERATION AND MAINTENANCE DATA Page 5 of 5 1.10 DELIVERY, STORAGE, AND HANDLING [NOT USED] 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2 - PRODUCTS [NOT USED] PART 3 - EXECUTION [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 8/31/2012 D. Johnson 1.5.A.1 — title of section removed 4/7/2014 M.Domenech Revised for DAP Application CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 017839-1 DAP PROJECT RECORD DOCUMENTS Page 1 of 4 SECTION 0178 39 PROJECT RECORD DOCUMENTS PART1- GENERAL 1.1 SUMMARY A. Section Includes: 1. Work associated with the documenting the project and recording changes to project documents, including: a. Record Drawings b. Water Meter Service Reports c. Sanitary Sewer Service Reports d. Large Water Meter Reports B. Deviations from this City of Fort Worth Standard Specification 1. None. C. Related Specification Sections include, but are not necessarily limited to: 1. Division 0 — Bidding Requirements, Contract Forms and Conditions of the Contract 2. Division 1— General Requirements 1.2 PRICE AND PAYMENT PROCEDURES A. Measurement and Payment 1. Work associated with this Item is considered subsidiary to the various Items bid. No separate payment will be allowed for this Item. 1.3 REFERENCES [NOT USED] 1.4 ADMINISTRATIVE REQUIREMENTS [NOT USED] 1.5 SUBMITTALS A. Prior to submitting a request for Final Inspection, deliver Project Record Documents to City's Project Representative. 1.6 ACTION SUBMITTALSANFORMATIONAL SUBMITTALS [NOT USED] 1.7 CLOSEOUT SUBMITTALS [NOT USED] 1.8 MAINTENANCE MATERIAL SUBMITTALS [NOT USED] 1.9 QUALITY ASSURANCE A. Accuracy of Records 1. Thoroughly coordinate changes within the Record Documents, making adequate and proper entries on each page of Specifications and each sheet of Drawings and other Documents where such entry is required to show the change properly. 2. Accuracy of records shall be such that future search for items shown in the Contract Documents may rely reasonably on information obtained from the approved Project Record Documents. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 78 39 - 2 DAP PROJECT RECORD DOCUMENTS Page 2 of 4 3. To facilitate accuracy of records, make entries within 24 hours after receipt of information that the change has occurred. 4. Provide factual information regarding all aspects of the Work, both concealed and visible, to enable future modification of the Work to proceed without lengthy and expensive site measurement, investigation and examination. 1.10 STORAGE AND HANDLING A. Storage and Handling Requirements 1. Maintain the job set of Record Documents completely protected from deterioration and from loss and damage until completion of the Work and transfer of all recorded data to the final Project Record Documents. 2. In the event of loss of recorded data, use means necessary to again secure the data to the City's approval. a. In such case, provide replacements to the standards originally required by the Contract Documents. 1.11 FIELD [SITE] CONDITIONS [NOT USED] 1.12 WARRANTY [NOT USED] PART 2- PRODUCTS 2.1 OWNER -FURNISHED [OR] OWNER -SUPPLIED PRODUCTS [NOT USED] 2.2 RECORD DOCUMENTS A. Job set 1. Promptly following receipt of the Notice to Proceed, secure from the City, at no charge to the Contractor, 1 complete set of all Documents comprising the Contract. B. Final Record Documents 1. At a time nearing the completion of the Work and prior to Final Inspection, provide the City 1 complete set of all Final Record Drawings in the Contract. 2.3 ACCESSORIES [NOT USED] 2.4 SOURCE QUALITY CONTROL [NOT USED] PART 3 - EXECUTION 3.1 INSTALLERS [NOT USED] 3.2 EXAMINATION [NOT USED] 3.3 PREPARATION [NOT USED] 3.4 MAINTENANCE DOCUMENTS A. Maintenance of Job Set 1. Immediately upon receipt of the job set, identify each of the Documents with the title, "RECORD DOCUMENTS - JOB SET". CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 017839-3 DAP PROJECT RECORD DOCUMENTS Page 3 of 4 2. Preservation a. Considering the Contract completion time, the probable number of occasions upon which the job set must be taken out for new entries and for examination, and the conditions under which these activities will be performed, devise a suitable method for protecting the job set. b. Do not use the job set for any purpose except entry of new data and for review by the City, until start of transfer of data to final Project Record Documents. c. Maintain the job set at the site of work. 3. Coordination with Construction Survey a. At a minimum clearly mark any deviations from Contract Documents associated with installation of the infrastructure. 4. Making entries on Drawings a. Record any deviations from Contract Documents. b. Use an erasable colored pencil (not ink or indelible pencil), clearly describe the change by graphic line and note as required. c. Date all entries. d. Call attention to the entry by a "cloud" drawn around the area or areas affected. e. In the event of overlapping changes, use different colors for the overlapping changes. 5. Conversion of schematic layouts a. In some cases on the Drawings, arrangements of conduits, circuits, piping, ducts, and similar items, are shown schematically and are not intended to portray precise physical layout. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) However, design of future modifications of the facility may require accurate information as to the final physical layout of items which are shown only schematically on the Drawings. b. Show on the job set of Record Drawings, by dimension accurate to within 1 inch, the centerline of each run of items. 1) Final physical arrangement is determined by the Contractor, subject to the City's approval. 2) Show, by symbol or note, the vertical location of the Item ("under slab", "in ceiling plenum", "exposed", and the like). 3) Make all identification sufficiently descriptive that it may be related reliably to the Specifications. c. The City may waive the requirements for conversion of schematic layouts where, in the City's judgment, conversion serves no useful purpose. However, do not rely upon waivers being issued except as specifically issued in writing by the City. B. Final Project Record Documents Transfer of data to Drawings a. Carefully transfer change data shown on the job set of Record Drawings to the corresponding final documents, coordinating the changes as required. b. Clearly indicate at each affected detail and other Drawing a full description of changes made during construction, and the actual location of items. c. Call attention to each entry by drawing a "cloud" around the area or areas affected. CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 01 78 39 - 4 DAP PROJECT RECORD DOCUMENTS Page 4 of 4 d. Make changes neatly, consistently and with the proper media to assure longevity and clear reproduction. 2. Transfer of data to other Documents a. If the Documents, other than Drawings, have been kept clean during progress of the Work, and if entries thereon have been orderly to the approval of the City, the job set of those Documents, other than Drawings, will be accepted as final Record Documents. b. If any such Document is not so approved by the City, secure a new copy of that Document from the City at the City's usual charge for reproduction and handling, and carefully transfer the change data to the new copy to the approval of the City. 3.5 REPAIR / RESTORATION [NOT USED] 3.6 RE -INSTALLATION [NOT USED] 3.7 FIELD [OR] SITE QUALITY CONTROL [NOT USED] 3.8 SYSTEM STARTUP [NOT USED] 3.9 ADJUSTING [NOT USED] 3.10 CLEANING [NOT USED] 3.11 CLOSEOUT ACTIVITIES [NOT USED] 3.12 PROTECTION [NOT USED] 3.13 MAINTENANCE [NOT USED] 3.14 ATTACHMENTS [NOT USED] END OF SECTION Revision Log DATE NAME SUMMARY OF CHANGE 4/7/2014 M.Domenech Revised for DAP Application f CITY OF FORT WORTH Independence Parkway — Paving, Drainage, Street Lights, & Traffic Signal Improvements STANDARD CONSTRUCTION SPECIFICATION DOCUMENTS — DEVELOPER AWARDED PROJECTS City Project No. 104969 Revised April 7, 2014 Geotechnical Engineering Report Independence Parkway & Henrietta Creek Road Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 Prepared for: Hillwood Alliance Services, LLC Fort Worth, Texas Prepared by: Terracon Consultants, Inc. Fort Worth, Texas November 8, 2017 Hillwood Alliance Services, LLC 9800 Hillwood Parkway, Suite 300 Fort Worth, Texas 76177 Attn: Mr. Joe Schneider, P.E. E: joe.schneider@hillwood.com Re: Geotechnical Engineering Report Independence Parkway & Henrietta Creek Road Extensions Fort Worth, Texas Terracon Project Number: 95175152 Dear Mr. Schneider: Irerracon Terracon Consultants, Inc. (Terracon) has completed the geotechnical engineering services for the referenced project. This study was performed in general accordance with our proposal number P95175152 dated September 15, 2017. This report presents the findings of the subsurface exploration and provides geotechnical recommendations concerning earthwork and the design and construction of pavements for the proposed project. We appreciate the opportunity to be of service to you on this project. If you have any questions concerning this report, or if we may be of further service, please contact us. Sincerely, Terracon Consultants, Inc. Texas Registration #3272 Cheryl C. Pedraza, P.E. Senior Project Manager Enclosures P� o CHERYL CpE......:; ti :.................. P RAZ.. ......... 104754EN ,111 NA L. Grego S. Fagan, P.E. Geotechnical Department Manager Terracon Consultants, Inc. 2501 East Loop 820 North Fort Worth, Texas 76118 Registration No. F-3212 Irerracon TABLE OF CONTENTS Page 1.0 INTRODUCTION............................................................................................................ 1 2.0 PROJECT INFORMATION............................................................................................ 1 2.1 Project Description.............................................................................................. 1 2.2 Site Location and Description............................................................................. 1 3.0 SUBSURFACE CONDITIONS....................................................................................... 2 3.1 Typical Profile..................................................................................................... 2 3.2 Groundwater.......................................................................................................3 4.0 ENGINEERING RECOMMENDATIONS........................................................................ 3 4.1 Existing Fills........................................................................................................ 3 4.2 General Site Grading.......................................................................................... 3 4.3 Compaction Requirements.................................................................................. 4 4.4 Lime/Sulfate Induced Heave............................................................................... 5 4.5 Pavement Subgrade Preparation........................................................................ 5 4.6 Pavement Design Parameters............................................................................ 6 4.7 Pavement Sections............................................................................................. 7 5.0 GENERAL COMMENTS................................................................................................ 7 APPENDIX A— FIELD EXPLORATION Exhibit A-1 Site Location Exhibit A-2 Exploration Plan Exhibit A-3 Field Exploration Description Exhibit A-4 through A-16 Boring Logs APPENDIX B — LABORATORY TESTING Exhibits B-1 and B-2 Laboratory Testing Exhibit B-3 Lime Series Test Exhibit B-4 Standard Proctor Results Exhibit B-5 CBR Test Results APPENDIX C — SUPPORTING DOCUMENTS Exhibit C-1 General Notes Exhibit C-2 Unified Soil Classification System GEOTECHNICAL ENGINEERING REPORT INDEPENDENCE PKWY & HENRIETTA CREEK RD EXTENSIONS FORT WORTH, TEXAS Terracon Project No. 95175152 November 8, 2017 1.0 INTRODUCTION Extensions to Independence Parkway and Henrietta Creek Road are planned for construction in Fort Worth, Texas. Our scope of services included drilling and sampling 13 borings to depths of about 10 feet, laboratory testing, and engineering analyses. The purpose of these services is to provide information and geotechnical engineering recommendations relative to: subsurface soil conditions earthwork groundwater conditions pavement and associated drives 2.0 PROJECT INFORMATION 2.1 Project Description Item Description Site layout See Appendix A, Exhibit A-3, Boring Location Plan. Independence Parkway will be extended 6,000 feet starting from Henrietta Creek Road going north to Litsey Road. Planned roadways Henrietta Creek Road will be extended 700 feet to the west starting west of Independence Parkway. It will be classified as a commercial connector road by the City of Fort Worth. Annual traffic Total ESAL's: 300,000 Pavement Portland cement concrete pavement 2.2 Site Location and Description ITEM DESCRIPTION Independence Parkways, between Henrietta Creek Road and Litsey Road in Fort Worth, Texas. (Approximate GPS coordinates: (32.9999 N, Location 97.2513 W) and Henrietta Creek Road, on the west side of Independence Parkway (Approximate GPS coordinates: (32.9930 N, 97.2566 W ) Existing structures None Responsive ■ Resourceful ■ Reliable 1 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 ITEM Current ground cover Vegetation 3.0 SUBSURFACE CONDITIONS 3.1 Typical Profile DESCRIPTION Based on the results of the borings, subsurface conditions on the project site can be generalized as follows: Stratum Approximate Depth to Materials Encountered (USCS Consistency Bottom of Stratum Classifications) Fill - Light brown, brown, dark brown, and 1' 4 inches to 2'/2 feet dark gray fat clay (CH) with gravel and Stiff to hard limestone fragments. Dark brown, brown, tan, and gray fat clay (CH), shaley fat clay (CH) and lean clay 22,3 6 inches to 10 feet (CL) with sand, calcareous deposits, Very stiff to hard sandstone and limestone fragments, and occasional gravel. 34,5 7 to 10 feet Tan limestone with clay seams and layers - 46 10 feet Dark brown, brown, tan and gray shaley fat Stiff to hard clays (CH) 1— Present in Borings B-1, B-3, B-10 and B-12. 2 — Not present in borings B-1, B-3 and B-12 3 — Boring B-8 was terminated in this stratum at a depth of 10 feet. 4 — Not present in boring B-8. 5 — Borings B-1, B-2, B-5, B-7, and B-9 through B-13 were terminated in this stratum at a depth of 10 feet. 6 — Present at the termination of borings B-3, B-4 and B-6. Conditions encountered at each boring location are indicated on the individual boring logs. Approximate ground surface elevations shown on the logs were provided by Peloton Land Solutions. Stratification boundaries on the boring logs represent the approximate location of changes in soil types; in -situ, the transition between materials may be gradual. Details for each of the boring locations can be found on the boring logs in Appendix A of this report. Responsive ■ Resourceful ■ Reliable 2 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 3.2 Groundwater The borings were advanced using dry auger drilling techniques that allow short-term groundwater observations to be made while drilling. Groundwater was not observed while advancing or following the completion of drilling the borings. These groundwater level observations provide an indication of groundwater conditions present at the time the borings were drilled. Groundwater level fluctuations occur due to seasonal variations in the amount of rainfall, runoff and other factors not evident at the time the borings were performed. The possibility of groundwater level fluctuations should be considered when developing the design and construction plans for the project. 4.0 ENGINEERING RECOMMENDATIONS 4.1 Existing Fills Fill soils were encountered to a depth of about 4 inches to 2'/2 feet in borings B-1, B-3, B-10 and B-12. Deeper fills could also be present at other locations of the site. The fills consisted of clay soils with gravel and limestone fragments. Under compacted zones or debris could be present within the existing fill materials. Under compacted zones and debris could lead to unacceptable settlements of pavements. Reworking of all the fill is the only method of eliminating the risk of unusual settlement in the roadway. We recommend the fill materials be excavated to natural soils. The excavated soils can then be replaced in accordance with section 4. 3 Compaction Requirements. Proof rolling can be considered in lieu of complete removal of the fill. The proof rolling should be performed with a fully loaded, tandem -axle dump truck or other equipment providing an equivalent subgrade loading. A minimum gross weight of 20 tons is recommended for the proof -rolling equipment. The proof rolling should consist of several overlapping passes in mutually perpendicular directions over a given area. Any soft or pumping areas should be excavated to firm ground. Excavated areas should be backfilled with properly placed and compacted fill as discussed in section 4.3 Compaction Requirements. Proof rolling is intended to represent a reasonable approach for construction of the site grading and roadway; however, it will not eliminate the risk of unexpected movements in some areas. 4.2 General Site Grading A grading plan was not provided for the roadway alignment. We expect several feet of cuts and fills to be necessary to achieve final grades. Responsive ■ Resourceful ■ Reliable 3 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 Based on the conditions encountered in the borings, excavations will encounter fat and lean clays and tan limestone. The limestone is hard and may be difficult to excavate. Excavations extending into the limestone may require breaker hoes, trenchers, and milling machines equipped with rock teeth. Line drilling can be used to control over break at the limits of the excavation. The limestone may be very difficult to break down for use as suitable fill in paving areas and may have to be wasted. During excavations, applicable OSHA standards should be followed based on soil types and noted consistencies. The soils will need to be sloped or braced during construction. All fill against excavated slopes should be placed in relatively horizontal lifts. When placing fill on existing slopes that are steeper than about 6H:1 V, the fill should be benched into the slope. This breaks up potential slide planes and permits relatively horizontal lift placement. Any lift that becomes desiccated, rutted, or disturbed should be reworked prior to placing a subsequent lift. The on -site soils free of rock greater than 4 inches in maximum dimension are suitable for use in general site grading. Imported material should be a clean clay soil (free of deleterious materials and debris) with a liquid limit less than 60 percent and no rock greater than 4 inches in maximum dimension. Prior to placing any fill, the areas to receive fill will need to be stripped and grubbed. The subgrade should then be proof rolled. Any soft or pumping areas should be excavated to firm ground and properly backfilled. The subgrade should be scarified to a minimum depth of 8 inches and uniformly compacted as discussed in section 4.3 Compaction Requirements. The fill materials should then be spread in loose, relatively horizontal lifts, less than 9 inches in thickness, and uniformly compacted to the same criteria. If filling is suspended and the subgrade becomes desiccated or rutted, it should be reworked prior to placement of a subsequent lift. 4.3 Compaction Requirements Recommendations for compaction are presented in the following table. We recommend that engineered fill be tested for moisture content and compaction during placement. Should the results of the in -place density tests indicate the specified moisture or compaction limits have not been met, the area represented by the test should be reworked and retested as required until the specified moisture and compaction requirements are achieved. ITEM Subgrade preparation to receive fill Maximum lift thickness DESCRIPTION Surface scarified to a minimum depth of 8 inches 9-inches or less loose lift thickness Responsive ■ Resourceful ■ Reliable 4 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 ITEM DESCRIPTION General site fills and lime- A minimum of 95% maximum standard Proctor dry density (ASTM D treated subgrades 698) in the range of -1 to +4 percentage points of optimum moisture content 4.4 Lime/Sulfate Induced Heave The laboratory tests indicate that soluble sulfate content in the soils was between about 4 and 79 ppm. When the sulfate concentrations are less than 3,000 ppm, the subgrade soils are considered to be suitable for lime treatment in the conventional manner using a single lime application. Imported fill material should be tested for soluble sulfate to evaluate the suitability of soils for lime stabilization. 4.5 Pavement Subgrade Preparation Subgrade materials encountered consisted of mostly of clay soils. These soils are subject to loss of support with the moisture increases that can occur beneath paving. The clay soils react with hydrated lime, which serves to improve and maintain their support value. Lime treatment is recommended beneath pavement sections. We recommend that a minimum of 8 percent lime, by dry weight, be used to treat the subgrade soils at this site. The lime should be thoroughly mixed and blended with the top 8 inches of the subgrade (TxDOT Item 260). If tan limestone is exposed at the surface after final grading, 8 inches of lime stabilized soil should be placed between the pavement and limestone. The lime modified subgrade should be uniformly compacted as discussed in section 4.3 Compaction Requirements. Pavement subgrades should be protected from traffic or ponding water. They should be moist cured until the pavement is placed. Site grading is generally accomplished early in the construction phase. However as construction proceeds, the subgrade may be disturbed due to utility excavations, construction traffic, desiccation, or rainfall. As a result, the pavement subgrade may not be suitable for pavement construction and corrective action will be required. The subgrade should be carefully evaluated at the time of pavement construction for signs of disturbance or excessive rutting. If disturbance has occurred, pavement subgrade areas should be reworked, moisture conditioned, and properly compacted to the recommendations in this report immediately prior to paving. Responsive ■ Resourceful ■ Reliable 5 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 4.6 Pavement Design Parameters Pavement design for this project is based on procedures outlined by AASHTO for concrete paved roads and pavement design parameters prescribed by the city of Fort Worth's Pavement Design Manual (dated January 29, 2015). The following input parameters were used in the pavement section analysis for a commercial connector road. INPUT PARAMETER FOR COMMERCIAL VALUE CONNECTOR Annual ESALs 300,000 Total ESAL's 13,000,000 Design Life (years) 30 Growth factor 2.5% Initial serviceability, Po 4.5 Terminal serviceability, Pr 2.5 Reliability, R 90% Overall standard deviation, So 0.39 Load transfer ("J" factor) 3.0 Drainage coefficient 1.0 Modulus of elasticity of concrete 4,000 ksi Modulus of rupture of concrete 620 psi Modulus of reaction of subgrade soil 250 pci If the pavements are subject to heavier loading and higher traffic counts than the assumed values, this office should be notified and provided with the information, so that we may review these pavement sections and make revisions if necessary. Responsive ■ Resourceful ■ Reliable 6 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 4.7 Pavement Sections Pavement sections were calculated using the AASHTO 1993 design method for the assumptions and design parameters discussed above. A pavement section is presented for a commercial connector road that consists of portland cement concrete placed above a lime modified subgrade. COMMERCIAL CONNECTOR ROAD Pavement section Thickness (inch) Portland cement concrete 10 Lime modified subgrade, TxDOT Item 260 8 Total pavement thickness 18 The concrete should have a minimum 28-day compressive strength of 4,000 psi and a modulus of rupture of 620 psi. It should contain a minimum of 4.5 ± 1.5 percent entrained air. 5.0 GENERAL COMMENTS Terracon should be retained to review the final design plans and specifications so comments can be made regarding interpretation and implementation of our geotechnical recommendations in the design and specifications. Terracon also should be retained to provide observation and testing services during grading, excavation, foundation construction and other earth -related construction phases of the project. The analysis and recommendations presented in this report are based upon the data obtained from the borings performed at the indicated locations and from other information discussed in this report. This report does not reflect variations that may occur between borings, across the site, or due to the modifying effects of weather. The nature and extent of such variations may not become evident until during or after construction. If variations appear, we should be immediately notified so that further evaluation and supplemental recommendations can be provided. The scope of services for this project does not include either specifically or by implication any environmental or biological (e.g., mold, fungi, bacteria) assessment of the site or identification or prevention of pollutants, hazardous materials or conditions. If the owner is concerned about the potential for such contamination or pollution, other studies should be undertaken. This report has been prepared for the exclusive use of our client for specific application to the project discussed and has been prepared in accordance with generally accepted geotechnical Responsive ■ Resourceful ■ Reliable 7 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 engineering practices. No warranties, either express or implied, are intended or made. Site safety, excavation support, and dewatering requirements are the responsibility of others. In the event that changes in the nature, design, or location of the project as outlined in this report are planned, the conclusions and recommendations contained in this report shall not be considered valid unless Terracon reviews the changes and either verifies or modifies the conclusions of this report in writing. Responsive ■ Resourceful ■ Reliable 8 /_1» =I►1 Q /:I_1 FIELD EXPLORATION • {_� - ( Y171LL �4iOf t7�}W!$ t RPOC� . Afrj�Dr7 � I Tr as Maror Spe dwzrX - E• h Roanoke . -- - - -------------- ------ �----------...__ F0 rr-WOF 3 •? -ter A ilrofrc* s� aC�� 314) �$ C TMJ HA4wi57 R+tlGf I«e+lW HR§Iet Ild E o` z rt & � 3 1 svrt,fa�s 1r Lk ULarPFry 11a4 �' JO�'s+Tf�,gl4ay,,� ffafter Golden ir;angle Rvd SyortS in �. Keller �ijrR�JiRY. . c I mile �j� Follfl v 3 @ 2017 MicrosoftCarpala[ian @ 2017 HERE DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS PHOTOGRAPH PROVIDED BY NOT INTENDED FOR CONSTRUCTION PURPOSES MICROSOFT BING MAPS Project Manager: Project No CCP .95175152 SITE LOCATION Exhibit Irerracon Drawn by: CAM ScaIeASSHOWN File Name: Independence Pkwy &Henrietta Creek Rd Extensions Checked by: CCP 2501 E Loop 820 N Independence Parkway A-1 Approved by: GSF 11/2/17 Date: Fort Worth, TX 76118-6978 Fort Worth, TX Ir i Y L i 7 ■ N ■ ir iY J_F ..•14:'1=fv=vf! _t '.r l'�LI��L= DIAGRAM IS FOR GENERAL LOCATION ONLY, AND IS PHOTOGRAPH PROVIDED BY NOT INTENDED FOR CONSTRUCTION PURPOSES MICROSOFT BING MAPS Project Manager: Project No 9 GGP EXPLORATION PLAN Exhibit 5175152 1 �erracon Drawn by: Scale: CAM AS SHOWN Independence Pkwy & Henrietta Creek Rd Extensions Checked by: CCP File Name: 2501 E Loop 820 N Independence Parkway Approved by: GSF 11/2/17 Date: Fort Worth, TX 76118.6978 Fort Worth, TX Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 Field Exploration Description Subsurface conditions were explored by drilling 13 borings to depths of about 10 feet at the approximate locations indicated on the Exploration Plan (Exhibit A-2) in Appendix A. The field exploration was performed on October 4, 2017. The test locations were surveyed in the field by Peloton Land Solutions. The borings were performed using a truck -mounted drill rig. Upon the completion of drilling, the boreholes were backfilled with soil cuttings. Samples of the soil encountered in the borings were obtained using thin -walled tube (ASTM D1587) and split -spoon (ASTM D1586) sampling procedures. The samples were tagged for identification, sealed to reduce moisture loss, and taken to the laboratory for further examination, testing, and classification. Field logs of the borings were prepared by the drill crew. The logs included visual classifications of the materials encountered as well as interpretation of the subsurface conditions between samples. The boring logs included with this report represent the engineer's interpretation of the field logs and include modifications based on laboratory evaluation of the samples. Logs of the borings are presented on Exhibits A-4 through A-16 in Appendix A. General notes to log terms and symbols are presented on Exhibit C-1 in Appendix C. Exhibit A-3 BORING LOG NO. B-1 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w CO LL > LD ai rn v Latitude: 32.993642' Longitude:-97.254636' 1 Q F d a_W uJ J a C Jw 0 Approximate Surface Elev: 705 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O < FILL - FAT CLAY (CHI, brown and dark gray, hard �FA— 4.5+ (HP) 2.0 703+/- _ LIMESTONE, with clay layers, tan 16-18-16 — N=34 23-23-23 5 — N=46 .0 698+/- _ FAT CLAY (CHI, with limestone fragments, tan, — X hard 17-24-50/4" .0 696+/-0.0 _ LIMESTONE, with clay seams, tan O—L 100/2" Boring Terminated at 10 Feet ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w it w ¢ � z LL-PL-PI U w Ir O co co d 15 61-28-33 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-4 BORING LOG NO. B-2 Pape 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX p LOCATION See Exhibit A-2 ; o Latitude: 32.994998' Longitude:-97.254599' _ 1 j w o a Approximate Surface Elev: 695.5 (Ft.) +/- o < m Q DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, dark brown to brown, hard 2.0 693.5+/- LEAN CLAY (CLI, with limestone fragments, tan, j hard _ V.0 691.5+/- LIMESTONE, with clay layers, tan w 5 z O — UQ K K — H R0.0 685.5+/- Boring Terminated at 10 Feet Y K Q d w U Z w Z w d w z Z_ N N N r N w O z 0 O H Q fn O w en ATTERBERG LU STRENGTH TEST LIMITS w LU U Z a W H ~D w 1 = .-. CY H LU Z LL == Y vUi(~7 .-. Y ~w z z o LL-PL-PI W w W W a 2 U w� OU �� FIL g�v O N w d 4.5+ (HP) 4.5+ (HP) 100/2.25" 6 33-15-18 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-5 BORING LOG NO. B-3 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w CO LL > LD ai rn v Latitude: 32.996383' Longitude:-97.254492' 1 Q F d a_W uJ J a C Jw 0 Approximate Surface Elev: 687 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O FILL - FAT CLAY (CHI, with gravel, dark brown, hard 2.0 685+/- _ LIMESTONE, with clay layers, tan 10-26-32 — N=58 75/11" 5= X 12-2-10 N122 .5 FAT CLAY (CHI, shaley, brown and gray, stiff Boring Terminated at 10 Feet 678.5+/- — 5-6-7 677+/ 1CX N=13 ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w it w ¢ � z o LL-PL-PI U w Ir O co co d 22 64-28-36 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-6 BORING LOG NO. B-4 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w CO LL > O ai rn v Latitude: 32.997721 ° Longitude:-97.254078' 1 Q F d a_W uJ J a C Jw Approximate Surface Elev: 687 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O PAF FAT CLAY (CHI, dark brown, hard — 4.5+ (HP) 2.0 685+/- _ FAT CLAY (CHI, with trace gravel, dark brown, 4.5+ (HP) 3.0 hard 684+/- _ LIMESTONE, with clay layers, tan 100/7" 5= , 100/5.75" 678+/- _ FAT CLAY (CHI, shaley, with sand seams, dark 4.5+ (HP) gray, hard 677+/- 1 0-0 Boring Terminated at 10 Feet ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w =2 Y �(().-, it w ¢ �W � z z o LL-PL-PI U w Ir O co co d 18 72-26-46 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-7 BORING LOG NO. B-5 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 CO LOCATION See Exhibit A-2 z w v Latitude: 32.998721 ° Longitude:-97.252982' LL > O 1 Q ai rn F d a_W uJ J a C Jw Approximate Surface Elev: 689 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, dark brown, hard — 4.5+ (HP) — 4.5+ (HP) 4.0 LIMESTONE, with clay seams, tan 50/4" 5— Boring Terminated at 10 Feet 679+/- 1 O-L 100/51 ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w =2 Y �(().-, it w ¢ �W � z z LL-PL-PI U w Ir O co co d 17 67-30-37 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-8 BORING LOG NO. B-6 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 CO LOCATION See Exhibit A-2 z w v LL Latitude: 32.999655' Longitude:-97.251787' > LD 1 Q ai rn F d a_W uJ J a C Jw Approximate Surface Elev: 681.5 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O < FAT CLAY (CHI, dark brown, hard — 4.5+ (HP) 4.5+ (HP) 3.0 678.5+/- LIMESTONE, with clay layers, tan 18-50/5" 5= , 100/2" .0 674.5+/- _ FAT CLAY (CHI, shaley, with sand seams, gray and tan, stiff to very stiff _ 4.0 (HP) 0.0 Boring Terminated at 10 Feet ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w it w ¢ � z LL-PL-PI U w Ir O co co d 20 61-27-34 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-9 BORING LOG NO. B-7 Pape 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w JO v Latitude: 33.000601 ° Longitude:-97.250633' LL > LD 1 Q ai (n F d a_W uJ J a C Jw Approximate Surface Elev: 699.5 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O < FAT CLAY (CHI, with sandstone fragments, dark brown to brown, hard — 4.5+ (HP) 4.5+ (HP) 3.0 696.5+/- LEAN CLAY (CLI, with limestone fragments, tan, 14-18-24 o j hard — N=42 W j �1>.0 5_ 693.5+/- _ w LIMESTONE, with clay seams, tan 50/2 a a 0 — z O UQ — K Lu — W H 0.0 689.5+/- `, 50/4" Y Boring Terminated at 10 Feet a w w U Z W Z W w W z Z_ N N N r N J J W O z O J Q 0 W ATTERBERG LU STRENGTH TEST LIMITS w W o F U Z o w it w ¢ � z o LL-PL-PI U w Ir O co co d 10 41-18-23 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-10 BORING LOG NO. B-8 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX p LOCATION See Exhibit A-2 ; Latitude: 33.001735' Longitude:-97.249554' _ o 1 j w o a Approximate Surface Elev: 706.5 (Ft.) +/- o < m Q DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, with sandstone fragments, dark brown to brown, hard _ 2.0 704.5+/- _ FAT CLAY (CHI, with sand and sanstone fragments, brown, hard _ 4.0 702.5+/- _ o , LEAN CLAY ( 1, with calcareous deposits, tan wand gray, har 5— Q J a L w — Q 0 z O � e.5 698+/- FAT CLAY (CHI, shaley, with calcareous deposits, — _ ■ \ tan and gray, very stiff 0.0 696.5+/- `, /X Y Boring Terminated at 10 Feet K Q d W U Z W Z W W w 0 Z_ N N N r N J J W O z 0 O J Q 0 W ATTERBERG LU STRENGTH TEST LIMITS w LU U Z a W H ~D W 1 = .-. CY H LU Z LL == Y U)(~7 .-. Y ~w z z o LL-PL-PI L, w W W a 2 U w� OU �� FIL g�v O N w d 4.5+ (HP) 4.5+ (HP) 14 86-33-53 4.5+ (HP) 9 37-16-21 4.5+ (HP) 4.5+ (HP) 10-12-14 N=26 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-11 BORING LOG NO. B-9 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX p LOCATION See Exhibit A-2 o ; Latitude: 33.003114' Longitude:-97.249369' _ 1 j w o a Approximate Surface Elev: 695.5 (Ft.) +/- o < m Q < DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, dark brown, hard ATTERBERG LU STRENGTH TEST LIMITS W LU U Z a W H ~D W 1 = .-. D' H LU Z LL == Y �(~7 .-. A ~w z z o LL-PL-PI W W W W vN a 2 U B IL F g O� U wLL d 4.5+ (HP) .0 693.5+/- _ FAT CLAY (CHI, with sand, dark brown to brown, hard LIMESTONE, with clay seams, tan 5 0.0 685.5+/- � 100/6" Boring Terminated at 10 Feet 1 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic 22 68-35-33 79 i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions Abandonment Method: Backfilled with auger cuttings WATER LEVEL OBSERVATIONS No water encountered while drilling i Dry upon completion of drilling See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Bring rill Rig: 10-04-2017 Irerracon D 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Boring Completed: 10-04-2017 Driller: StrataBore Exhibit: A-12 BORING LOG NO. B-10 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 O J O_ Latitude: 33.004462' Longitude:-97.249369' o_ O Approximate Surface Elev: 692 (Ft.) +/- DEPTH ELEVATION (Ft.) rFILL - FAT CLAY (CHI, with limestone fragments, light brown, hard FAT CLAY (CHI, with sandstone fragments, brown to dark brown, hard 6 r LEAN CLAY (CLI, with sand and calcareous deposits, tan, hard J (� w STRENGTH TEST ATTERBERG w LIMITS w z }a} F o z LL w2 J> F w� W >_ z °LL w C, U) w� z Ww ww X w ¢ z L-PL-PI Uw ❑ _ v ow Irw � U) LU O� U) U dO U u; i .0 687+/- 5 g LIMESTONE, with clay layers, tan a w Q a 0 z O — UQ K K — H V 10.0 682+/- 1 Boring Terminated at 10 Feet Y K Q d W U z W 0 z W d W 0 z_ N N N r N W O z 0 O J Q O W 4.5+ (HP) 4.5+ (HP) 100/101, 100/1.5" Stratification lines are approximate. In -situ, the transition may be gradual. Advancement Method: See Exhibit A-3 for description of field Dry Auger procedures. See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. Hammer Type: Automatic 7 32-15-17 Notes: Ground surface elevations provided by Peloton Land Solutions WATER LEVEL OBSERVATIONS Boring Started: 10-04-2017 Boring Completed: 10-04-2017 No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-13 BORING LOG NO. B-11 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX p LOCATION See Exhibit A-2 o ; Latitude: 33.005835' Longitude:-97.249369' _ 1 j w o a Approximate Surface Elev: 689.5 (Ft.) +/- o < m Q < DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, dark brown, hard ATTERBERG LU STRENGTH TEST LIMITS W LU U Z a W H ~D W 1 = .-. D' H LU Z LL == Y U)(~7 .-. Y ~w z z o LL-PL-PI W W W W vN a 2 U B IL F g O� U wLL 0- 4.5+ (HP) 4.5+ (HP) .0 685.5+/- _ LIMESTONE, with clay seams, tan 100/3" 5— 0.0 679.5+/- � 100/2" Boring Terminated at 10 Feet 1 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic 17 68-25-43 i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions Abandonment Method: Backfilled with auger cuttings WATER LEVEL OBSERVATIONS No water encountered while drilling i Dry upon completion of drilling See Appendix B for description of laboratory procedures and additional data (if any). See Appendix C for explanation of symbols and abbreviations. Bring rill Rig: 10-04-2017 Irerracon D 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Boring Completed: 10-04-2017 Driller: StrataBore Exhibit: A-14 BORING LOG NO. B-12 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w CO LL > LD ai rn v Latitude: 33.007208' Longitude:-97.249325' 1 Q F d a_W uJ J a C Jw 0 Approximate Surface Elev: 691 (Ft.) +/- o < m Q L DEPTH ELEVATION (Ft.) O 0.5 FILL - FAT CLAY (CH), brown, stiff 690.5+/- 3.0 (HP) LIMESTONE, with clay seams, tan — 100/5.5" 100/4" 5— Boring Terminated at 10 Feet 681+/- 1 O-L 100/2.5" ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w =2 Y �(().-, it w ¢ �W � z z LL-PL-PI U w Ir O co co 0- Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-15 BORING LOG NO. B-13 Paqe 1 of 1 PROJECT: Independence Pkwy & Henrietta Creek Road CLIENT: Hillwood Alliance Services LLC Fort Worth, TX SITE: Independence Parkway Fort Worth, TX 0 LOCATION See Exhibit A-2 z w CO LL > LD ai rn v Latitude: 32.993006' Longitude:-97.256573' 1 Q F d L W J a C JuJ 0 Approximate Surface Elev: 702 (Ft.) +/- o < m Q LL DEPTH ELEVATION (Ft.) O FAT CLAY (CHI, dark brown, stiff 3.0 (HP) LIMESTONE, with clay layers, tan 100/5.75" X 11-11-18 N=29 5— Boring Terminated at 10 Feet 100/3.5" 692+/- 1 0—k— 100/2" ATTERBERG LU STRENGTH TEST LIMITS w w o F U Z o w iwt ¢ � z LL-PL-PI U IL w 2 LU �O� U w d 18 63-28-35 Stratification lines are approximate. In -situ, the transition may be gradual. Hammer Type: Automatic i Advancement Method: See Exhibit A-3 for description of field Notes: Dry Auger procedures. Ground surface elevations provided by Peloton Land Solutions See Appendix B for description of laboratory procedures and additional data (if any). Abandonment Method: See Appendix C for explanation of symbols and Backfilled with auger cuttings abbreviations. WATER LEVEL OBSERVATIONS � Boring Started: 10-04-2017 Boring Completed: 10-04-2017 = No water encountered while drilling Irerracon Dry upon completion of drilling Drill Rig: Driller: StrataBore 2501 E Loop 820 N Fort Worth, TX Project No.: 95175152 Exhibit: A-16 /_1»=I►IQPAV =1 LABORATORY TESTING Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 Laboratory Testing The boring logs and samples were reviewed by a geotechnical engineer who selected soil samples for testing. Tests were performed by technicians working under the direction of the engineer. A brief description of the tests performed follows. Liquid and plastic limit tests (ASTM D4318) and moisture content measurements (ASTM D2216) were made to aid in classifying the soils in accordance with the Unified Soil Classification System (USCS). The USCS is summarized on Exhibit C-2 in Appendix C. Consistency of cohesive soils was measured by hand penetrometer tests. An absorption swell test was performed on selected sample of the cohesive material. This test was used to quantitatively evaluate volume change potential at in -situ moisture levels. Soluble sulfate tests (EPA 9056A were performed on selected soil samples. The results of the swell test and soluble sulfate tests are presented below in Tables 1 and 2, respectively. The results of the other laboratory tests are presented on the boring logs in Appendix A. TABLE 1 — SUMMARY OF SWELL TESTS Liquid Boring Depth Plasticity Initial Final Surcharge Limit No. (feet) Index Moisture Moisture (psfl (%) (%) (%) (%) B-5 2-4 67 37 18.3 30.4 360 Swell (%) 4.3 Exhibit B-1 Geotechnical Engineering Report Irerracon Independence Pkwy & Henrietta Creek Rd Extensions Fort Worth, Texas November 8, 2017 Terracon Project No. 95175152 TABLE 2 - SUMMARY OF SOLUBLE SULFATE TESTS Boring Depth Soluble Sulfate No. (feet) (ppm) B-1 0-2 9.29 (J)'t B-3 0-2 8.42 (J)' B-5 0-2 7.24 (J)' B-7 0-2 4.01 (J)' B-8 0-2 9.65 (J)' B-9 0-2 79.0 B-11 0-2 37.4 (J)" * Constituent concentrations qualified with J-flag (J) indicate the constituent was detected at a concentration above the laboratory sample detection limit (SDL), but below the laboratory report detection limit (RDL). Constituent concentrations qualified with a J-flag are considered estimated values. The following laboratory tests were performed for the purpose of pavement design. A lime series test was performed to determine optimum lime content for subgrade modification (Exhibit B-3). A standard Proctor test (ASTM D698) was performed to determine the moisture/density relationship of subgrade soils and probable fills in their lime -modified state (Exhibit B-4). California Bearing Ratio tests (ASTM D1883) were performed on lime -modified samples of the subgrade soils (Exhibit B-5). Exhibit B-2 14.00 13.00 12.00 11.00 / 2 a 10.00 9.00 011111 7.00 0 2 4 6 Lime Content (%) Sample: Bulk near B-11 Soil Description: Dark brown fat clay Liquid Limit: 67 % Plastic Limit: 34 % Plasticity Index: 33 Optimum Lime Application Rate: 8% L 0 Lime Content (%) 0.0 3.0 5.0 7.0 9.0 11.0 10 pH 8.62 12.68 12.94 13.06 13.11 13.15 Project Mgr: Project No. CCP 95175152 1rerracon LIME SERIES TEST Prepared by: CAM Checked by: CCP Scale: N/A Consulting Engineers and Scientists Texas Registration 3272 Independence Pkwy & Henrietta Creek Rd Extensions Approved by: GSF Date. 11/2/2017 2101 E LOOP 820 NORTH FORTWORTH,TX75247 Fort Worth, Texas PH, (817) 268-8600 Fax (817)268-8602 12 EXHIBIT B-3 85 84 81 80 26 27 28 29 30 31 32 MOISTURE CONTENT (%) 33 34 35 36 • MAX. DRY UNIT WEIGHT/OPTIMUM MOISTURE CONTENT O DATA POINTS — — - ZERO AIR VOIDS BORING: Bulk near B-11 DEPTH: 0-2 feet SAMPLE DESCRIPTION: Dark brown fat clay with 8% lime STANDARD PROCTOR RESULTS LABORATORY PROPERTIES Optimium Moisture Content: 31.0 % Liquid Limit: 67 % Plastic Limit: 40 Plasticity Index: 27 Maximum Dry Density: 85.1 pcf Test Method: ASTM D-698, Method C Zero air voids for specific gravity of 2.65 Project Mgr: CCP Project No. STANDARD PROCTOR RESULTS 95175152 Irerracon EXHIBIT Tested by: MJA Checked by CCP Scale: Consulting Engineers and Scientists Independence Pkwy & Henrietta Creek Rd Extensions Texas Recistration 3272 ��A Approved lb, GSF Date: 11/3/2017 zsol eoi roof szo Nonn Fon worm, r. 7611a Fort Worth, Texas �F PH'.(817)268-8600 Fax.(817)268-8602 650 600 550 - 500 - 450 400 a 350 0) Lu 300 250 200 150 100 50 0 L. 0.000 --&- Dry Density = 66.9 pcf 6 Dry Density = 76.9 pcf --0— Dry Density = 84.2 pcf 0.050 0.100 0.150 0.200 0.250 0.300 PENETRATION (in) C Test Method ASTM D 1883-99 i 1 1 0.350 0.400 0.450 TEST INFORMATION CBR RESULTS BORING: Bulk near B-11 DEPTH: 0-2 feet Sample molded at 66.9 pcf (dry SAMPLE DESCRIPTION: Dark brown fat clay with 8% Lime density) 3.3 TRIAL: Composite Curve Surcharge Load: 10 Ibs Sample molded at 76.9 pcf (dry 10.3 density) LABORATORY PROPERTIES Sample molded at 84.2 pcf (dry 27.4 Liquid Limit: 67 /o density) Plastic Limit: 40 % Estimated CBR for 95% of Plasticity Index: 27 standard proctor dry density 18 Project Mgr. CCP PfOJeCt No. CBR TEST RESULTS 95175132 1rerracon Tested by: MJA COMPOSITE RESULTS Checked by: CCP Scale: NSA Consulting Engineers and Scientists Texas Registration 3272 Independence Pkwy & Henrietta Creek Rd Extensions Approved by: RJ Date: 9/14/2017 1501 EAST LOOP 820 NORTH FORT WORTH, TEX S76112 Fort Worth, Texas PH'.(817)268-8600 F. (817)268-8602 zA 0.500 EXHIBIT B-5 APPENDIX C SUPPORTING DOCUMENTS GENERAL NOTES DESCRIPTION OF SYMBOLS AND ABBREVIATIONS Water Initially Encountered A Auger Split Spoon Water Level After a Specified Period of Time ' m J W V Water Level After t0 Specified Period Time I-- a of fn Z Shelby Tube Macro Core W W W Water levels indicated on the soil boring IL W W logs are the levels measured in the 0 J borehole at the times indicated. W Q Groundwater level variations will occur Texas Cone Rock Core ?t over time. In low permeability soils, accurate determination of groundwater Z levels is not possible with short term water level observations. Grab Sample No Recovery DESCRIPTIVE SOIL CLASSIFICATION (HP) Hand Penetrometer (T) Torvane (blf) Standard Penetration Test (blows per foot) (PID) Photo -Ionization Detector (OVA) Organic Vapor Analyzer (TCP) Texas Cone Penetrometer Soil classification is based on the Unified Soil Classification System. Coarse Grained Soils have more than 50% of their dry weight retained on a #200 sieve; their principal descriptors are: boulders, cobbles, gravel or sand. Fine Grained Soils have less than 50% of their dry weight retained on a #200 sieve; they are principally described as clays if they are plastic, and silts if they are slightly plastic or non -plastic. Major constituents may be added as modifiers and minor constituents may be added according to the relative proportions based on grain size. In addition to gradation, coarse -grained soils are defined on the basis of their in -place relative density and fine-grained soils on the basis of their consistency. LC CATION AND ELEVATION NOTES Unless otherwise noted, Latitude and Longitude are approximately determined using a hand-held GPS device. The accuracy of such devices is variable. Surface elevation data annotated with +1- indicates that no actual topographical survey was conducted to confirm the surface elevation. Instead, the surface elevation was approximately determined from topographic maps of the area. RELATIVE DENSITY OF COARSE -GRAINED SOILS CONSISTENCY OF FINE-GRAINED SOILS (More than 50% retained on No. 200 sieve.) (50% or more passing the No. 200 sieve.) Density determined by Standard Penetration Resistance Consistency determined by laboratory shear strength testing, field Includes gravels, sands and silts. visual -manual procedures or standard penetration resistance Descriptive Term Standard Penetration or Ring Sampler Descriptive Term Unconfined Compressive Standard Penetration or Ring Sampler (Density) N-Value Blows/Ft. (Consistency) Strength, Qu, tsf N-Value Blows/Ft. lL' BlowslFt. Blows/Ft. W I— Very Loose 0-3 0 - 6 Very Soft less than 0.25 0 1 3 2 ~ Loose 4-9 7 - 18 Soft 0.25 to 0.50 2-4 3-4 Z LV Medium Dense lY 10 - 29 19 - 58 Medium -Stiff 0.50 to 1.00 4-8 5-9 Dense 30 - 50 59 - 98 Stiff 1.00 to 2.00 8 - 15 10 - 18 Very Dense > 50 > 99 Very Stiff 2.00 to 4.00 15 - 30 19 - 42 Hard > 4.00 > 30 > 42 RELATIVE PROPORTIONS OF SAND AND GRAVEL Descr[ptiye Term(s1 Percent of of other constituents Dry Weight Trace < 15 With 15 - 29 Modifier > 30 RELATIVE PROPORTIONS OF FINES Descriptive Term(s) Percent of of other constituents Dry Weight Trace < 5 With 5-12 Modifier > 12 GRAIN SIZE TERMINOLOGY Major Component Particle Size of Sample Boulders Over 12 in. (300 mm) Cobbles 12 in. to 3 in. (300mm to 75mm) Gravel 3 in. to #4 sieve (75mm to 4.75 mm) Sand #4 to 4200 sieve (4.75mm to 0.075mm Silt or Clay Passing 4200 sieve (0.075mm) PLASTICITY DESCRIPTION Term Plasticity Index Non -plastic 0 Low 1-10 Medium 11 - 30 High > 30 Irerracon Exhibit C-1 UNIFIED SOIL CLASSIFICATION SYSTEM Criteria for Assigning Group Symbols and Group Names Using Laboratory Tests A Gravels: Clean Gravels: Cu >_ 4 and 1 < Cc <_ 3' More than 50% of Less than 5% fines c Cu < 4 and/or 1 > Cc > 3 E coarse fraction retained on Gravels with Fines: Fines classify as ML or MH Coarse Grained Soils: No. 4 sieve More than 12% fines c Fines classify as CL or CH More than 50% retained on No. 200 sieve Sands: Clean Sands: Cu >_ 6 and 1 < Cc < 3 E 50% or more of coarse Less than 5% fines ° Cu < 6 and/or 1 > Cc > 3 E fraction passes Sands with Fines: Fines classify as ML or MH No. 4 sieve More than 12% fines ° Fines Classify as CL or CH PI > 7 and plots on or above "A" line J Inorganic: Silts and Clays: PI < 4 or plots below "A" line J Liquid limit less than 50 Liquid limit - oven dried Fine -Grained Soils: Organic: < 0.75 Liquid limit - not dried 50% or more passes the No. 200 sieve Inorganic: PI plots on or above "A" line Silts and Clays: PI plots below "A" line Liquid limit 50 or more Liquid limit - oven dried Organic: < 0.75 Liquid limit - not dried Highly organic soils: Primarily organic matter, dark in color, and organic odor A Based on the material passing the 3-in. (75-mm) sieve B If field sample contained cobbles or boulders, or both, add "with cobbles or boulders, or both" to group name. Gravels with 5 to 12% fines require dual symbols: GW-GM well -graded gravel with silt, GW-GC well -graded gravel with clay, GP -GM poorly graded gravel with silt, GP -GC poorly graded gravel with clay. Sands with 5 to 12% fines require dual symbols: SW-SM well -graded sand with silt, SW -SC well -graded sand with clay, SP-SM poorly graded sand with silt, SP-SC poorly graded sand with clay z E Cu = D60/Dio Cc = (D30 ) Dio x D., F If soil contains >_ 15% sand, add "with sand" to group name. c If fines classify as CL-ML, use dual symbol GC -GM, or SC-SM. Soil Classification Group Group Name Symbol GW Well -graded gravel F GP Poorly graded gravel F GM Silty gravel F,O, H GC Clayey gravel F,O,H SW Well -graded sand' SP Poorly graded sand' SM Silty sand c H' SC Clayey sand c H' CL Lean clayK,L,M ML Silt K,L,M Organic clayK,L,M,N OL Organic silt K,L,M,O CH Fat clay K,L,M MH Elastic Silt K,L,M Organic clay K,L,M,P OH Organic silt K,L,M,O PT Peat H If fines are organic, add "with organic fines" to group name. ' If soil contains >_ 15% gravel, add "with gravel" to group name. J If Atterberg limits plot in shaded area, soil is a CL-ML, silty clay. K If soil contains 15 to 29% plus No. 200, add "with sand" or "with gravel," whichever is predominant. L If soil contains >_ 30% plus No. 200 predominantly sand, add "sandy" to group name. M If soil contains >_ 30% plus No. 200, predominantly gravel, add "gravelly" to group name. " PI >_ 4 and plots on or above "A" line. ° PI < 4 or plots below "A" line. P PI plots on or above "A" line. ° PI plots below "A" line. 60 For classification of fine-grained soils and fine-grained fraction 50 —of coarse -grained soils Equation of "A" - line d Horizontal at PI=4 to LL=25.5. X 40 — then PI=0.73 (ILL-20) pEquation of "U" - line �Oc z Vertical at LL=16 to PI=7, G 30 — then P1=0.9 (LL-8) V F- �O / U) 20 Gv J tL 10 � 7 CL-ML 4 - ML or OIL a 0 10 16 20 30 40 50 60 MH or OH LIQUID LIMIT (LL) 70 80 90 100 110 Irerracon Exhibit C-2 FORT WORM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Concrete Classification Manufacturer Modd No. National Spec 9/9/2022 03 3000 Mix Design American Concrete Company 30CAF029 3000 psi Concrete for Sidewalks & ADA Ramps 9/9/2022 03 3000 Mix Design American Concrete Company OIJAF382 1000 psi Concrete Base Material for Trench Repair 9/9/2022 03 3000 Mix Design American Concrete Company 40CNF065 4000 psi Concrete for Manholes & Utility Structures 9/9/2022 03 3000 Mix Design American Concrete Company 45CAF076 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Argos D 10000001737 4500 psi Concrete for Hand Placed Pavi g 9/9/2022 03 3000 Mix Design Argos D 100000017914500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Des j i Argos D 10000001793 4500 psi Concrete for Hand Placed Pavng 9/9/2022 03 3000 Mix Des p Argos D 10000001103 4500 psi Concrete for Hand Placed Pavipg 9/9/2022 03 3000 Mix Desp Argos D 10000002107 4500 psi Concrete for Hand Placed Pavip 9/9/2022 03 3000 Mix Des Argos D I OOO0001273 4500 psi Concrete for Hand Placed Paving9/9/2022 03 30 00 Mix Des Argos D10000001617 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Desp Argos D I OOO0008381 4500i Concrete for HES Paving 9/9/2022 03 3000 Mix Desgp Argos D 1000UOU9857 50 ppsi Plowable Fill - CLSM 9/9/2022 03 3000 Mix Design Argos D 10000001055 306U psi Concrete for Inlets, Junction Boxes, Manholes, Channel Liners, Sidewalks, Driveways, Curb & Gutter 9/9/2022 03 3000 Mix Design Argos D1000001043S 3000 psi Concrete for Sidewalks, Curbs 9/9/2022 03 3000 Mix Design Argos DI000001565S 3000 psi Concrete for Curbs, Curb & Gutters, Sidewalks, Driveways, ADA Ramps 9/9/2022 03 3000 Mix Design Argos D1000001615 3600 si Concrete for Inlets, Boxes, Encasement, Blockiii�, 9/9/2022 03 30 00 Mix Design Argos D100000O1061 36OG psi Concrete for Wets, Boxes, Encasement, Blocking 9/9/2022 03 30 00 Mix Design Argos DIOOO0001083S 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Dep Argos D 1000000 1083 4000 psi Concrete for Valve Pads, Inlets, Structures, Headwalls, Thrust Blocking 9/9/2022 03 30 00 Mix Design Argos D I OOO0001685 4000 psi Concrete for Valve Pads 9/9/2022 03 3000 Mix Design Argos D 10000005751 750 Psi Concrete Base for Trench Repair 9/9/2022 03 3000 Mix Desjpn As os D100000016814000 psi Concrete for Headwalls. Retaining Walls, Box Culverts, Valley Gutters 9/9/2022 03 3000 Mix Desli p BI� D Concrete 7SKGRT 3000 psi Concrete for Grouting 9/9/2022 03 3000 Mix Desli p Blf D Concrete 14500AE 4500 si Concrete for Early Stre ilt Paving 5/2/2023 32 13 13 Mix Desl�Ji B; D Concrete CM 14520AE 45�0 psi Concrete or and Placed Paving 9/9/2022 03 3000 Mix Des BF Town Concrete 452065-1 4500 psi hand placed pav09 9/9/2022 03 30 00 Mix Desp Big Town Concrete 450065-1 4500 ppsi hand placed �av 9/9/2022 03 3000 Mix Des�p Bumco Texas 45U500BG 4508 psi Concrete Mix Lor Hand Placed Paving, Storm Structures 9/9/2022 03 3000 Mix Desi p Bunco Texas 40U553BG 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Desgp Bunco Texas 55UI20AG 4000 psi Concrete Mix for 110h Early St r th Paving 9/9/2022 03 3000 Mix Design Bunco Texas 30UlOOAG 3000 psi Concrete Mix for 1? a Collars, Inlets, Thrust Blocks, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Bunco Texas 30U101AG 3000 psi Concrete Mix for FL%vork 9/9/2022 03 3000 Mix Design Bianco Texas 30U500BG 3000 psi Concrete Mix for Blocking, Encasement, Cub Inlets, Junction Boxes, Fire Hydrant Pads, Driveways, Curb & Gutters, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Bumco Texas 40U500BG 4000 psi Concrete Mix for Storm Drain Structures, Driveways, Sercen Walls, Collars 9/9/2022 03 3000 Mix Design Bumco Texas 36U500BG 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design Bumco Texas 08Y450BA 800 psi Concrete Mix for Base for Trench Repair 9/9/2022 03 3000 Mix Design Borneo Texas Ol Y690BF 100 psi Concrete Mix for Flowablc Fill 1/8/2024 03 3000 Mix Design Borneo Texas 36U502BG / 5.74 Sacks / 3,600 psi Concrete Mix for Lighting & Traffic Signal Foundations 4/1 /2023 03 34 16 Mix Design Borneo Texas I OYH50BF 1000 ppsi Concrete Base Material for Trench Repair 9/9/2022 03 3000 Mix Design Carder Concrete FWCC602021 4500 psi concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Carder Concrete FWCC552091 3600 psi for Machine Placed Paving 9/9/2022 03 3000 Mix Design Carder Concrete FWCC602091 3600 (7si for Machine Placed Paving 9/9/2022 03 3000 Mix Design Carder Concrete FWCC359101 Flowablc Fill - CLSM 9/9/2022 03 3000 Mix Design Carder Concrete FWFF237501 Flowablc Fill - CLSM 9/9/2022 03 3000 Mix Design Carder Concrete FWCC602001 4000 psi Concrete for Storm Drain Structures, Manholes, Headwalls, Retaining Walls, Valley Gutters, Drive Approaches 9/9/2022 03 3000 Mix Design Carder Concrete FWCC502021 3500 psi concrete for Sidewalks, Driveways, RamoQs, Cttrb & Gutter 9/9/2022 03 3000 Mix Design Carder Concrete FWCC502001 3000 psi for Sidewalks, Driveways, Ramps, Curb & Gutter, Flatwork 9/9/2022 03 3000 Mix Design Chariey's Concrete 4142 3600 psi Concrete for Curb Inlets, Junction Boxes 9/9/2022 03 3000 Mix Design Charley's Concrete 4518 4000 psi Concrete for I leadwal) Wingwalls 9/9/2022 03 3000 Mix Desiir Charity's Concrete 5167 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Charley's Concrete 4609 4500 psi Concrete Mix for I land Placed Paving, Manholes 9/9/2022 03 3000 Mix Design Charley's Concrete 6103 4500 psi Concrete Mix for I land Placed Paving, Manholes 9/9/2022 03 3000 Mix Design Charley's Concrete 4502 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 Mix Design Charity's Concrete 3759 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 Mix Design Charity's Concrete 1502 150 psi Concrete for Flowablc Fill-CLSM 9/9/2022 03 3000 Mix Design Charity's Concrete 1518 150 Psi Concrete for Flowablc Fill-CLSM 9/9/2022 03 3000 Mix Design Charity's Concrete 5642 4000 psi Concrete for Storm Drain Structures 9/9/2022 03 3000 Mix Design Charley's Concrete 6595 5000 psi Concrete Mix for I Iigh Ear Strength Paving 9/9/2022 03 3000 Mix DesP Charley's Concrete 6589 4500 psi Concrete Mix for Hig� Early Strength Paving 9/9/2022 03 3000 Mix Design Chisholm Trail Redi Mix C 13020AE 3000 psi Concrete for Driveways, Curb & Gutter 9/9/2022 03 3000 Mix Design City Concrete Company 11-350-FF 50-150 psi Concrete for Flowable Fill-CLSM FORTWORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Classification Manufacturer Modd No. National Spec Concrete (Cot tinned) 9/9/2022 03 3000 Mix Design City Concrete Company 30HA25113000 psi Concrete for Rip -Rap 9/9/2022 03 3000 Mix Design City Concrete Company 30HA20113000 psi Concrete Mix for Blocking, Sidewalks, Flatwork, Pads 9/9/2022 03 3000 Mix Design City Concrete Company 45NG25ll 3600 psi Concrete Mix for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design City Concrete Company 50QG2511 3600 psi Slurry Displaced Drilled Shaft 9/9/2022 03 3000 Mix Design City Concrete Company 45NA20114500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 36LA2011 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 36JA001J 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design City Concrete Company 40LA20114000 psi Concrete Mix for Storm Drain Structures 11/16/2022 03 3000 Mix Des City Concrete Company CLNG25113600 psi Concrete for Drilled Shaft/L' and Traffic S' Foundations 5/5/2023 03 30 00 Mix Des City Concrete Company CCNA25OAG 3600 psi Concrete for Drilled Sha sLigehting and Tra c Signal Foundations 5/5/2023 03 3000 Mix Desp City Concrete Co any CSSQA25OAG 3,600 psi Concrete for Sly Displacement Shafts, Underwater Shafts Pveways, 9/9/2022 03 3000 Mix Desp Cow Town Redi ix 250 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 350 3000 psi Concrete Mix for Sidewalks, Driveways, ADA Ramps 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 9-5-2 70 psi Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Desp' Cow Town Redi Mix 220-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 34 13 Mix Design Cow Town Redi Mix 320-8 50 psi Concrete Mix for Flowable Fill - CLSM 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 230-8 750 psi Concrete Base Material for Trench Repair 9/9/2022 03 3000 Mix Desp'n Cow Town Redi Mix 330-58 750 Psi Concrete Base Material for Trench Repair 9/9/2022 03 3000 Mix Desgn Cow Town Redi Mix 353 3000 psi Concrete Mix for Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 253-W 3000 psi Concrete Mix Sidewalks, ADA Ramps, Driveways, Curb & Gutter, Safety End Treatments, Non-TxDOT Retaining Walls 9/9/2022 03 30 00 Mix Desgn Cow Town Redi Mix 260 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 260-1 3600 psi Concrete Mix for Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 260-2 3600 psi Concrete Mix for Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 360 4000 psi Concrete Mix for Bridge Slabs, Box Culverts, Headwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 360-1 3600 psi Concrete Mix for Box Culverts, Headwalls, Wingwalls 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 264-N 4500 si Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 366 4500 psiTonerete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Des' gii Cow Town Redi Mix 265 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 30 00 Mix Des�gii Cow Town Redi Mix 365 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Desp Cow Town Redi Mix 370-NC 4500 si Concrete for HES Pavia; 9/9/2022 03 3000 Mix Desgn Cow Town Redi Mix 370-INC 5001 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Desgn Cow Town Redi Mix 375-NC 5000 psi Concrete for HIES Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 267 4200 psi Concrete Mix for Manholes and Drainage Structures 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 270 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 370 5000 psi Concrete Mix for Cast -in -Place Box Culverts 9/9/2022 03 3000 Mix Des' 00 Cow Town Redi Mix 255-2 3000 Prsi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 30 00 Mix Desgn Cow Town Redi Mix 257 3600 psi Concrete mix for Valley Gutters 11/14/2022 32 13 13 Mix Design Cow Town Redi Mix 357-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 33 13 13 Mix Design Cow Town Redi Mix 257-M 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 34 13 13 Mix Desn Cow Town Redi Mix 260-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 35 13 13 Mix Design Cow Town Redi Mix 360-M 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 255-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 355-LP 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 255 3500 psi Concrete Mix for Flatwork, Inlets, Thrust Blocking Concrete Encasement 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 355 3000 psi Concrete Mix for Inlets, Thrust Blocking, Concrete Encasement 9/9/2022 03 3000 Mix Design Cow Town Redi Mix 365-STX 4000 psi Concrete for Bridge slabs, top slabs of direct traffic culverts, approach slabs 9/9/2022 03 3000 Mix Des n Cow Town Redi Mix 357 3600t�si Concrete Mix for Valley Gutters 6/21/2023 03 30 00 Mix Des ni Cow Town Redi Mix 360-DS 31�0 ➢si Concrete for Drilled Shaft/Lighting and Traffic Signal Foundation I /18/2023 03 3000 Mix Design Cow Town Redi Mix 380-NC 4500 psi Concrete for HES Paving 1/29/2024 34 13 13 Mix Deso'n Estrada Ready Mix 4575AESC / 7.50 Sacks / 4,500 psi (3,000 psi (a), 3-da) Concrete for HES Pav' 1/29/2024 03 3000 Mix Des Estrada Ready Mix R3050AEWR / 5.00 Sacks / 3,000 psi Concrete for Sidewalks, Ramps, Inlets, anManholes 1/29/2024 03 3000 Mix Design Estrada Ready Mix R3655.AEWR / 5.50 Sacks / 3,600 psi Concrete for Headwalls, Wingwalls, and Culverts 1/29/2024 03 3000 Mix Design Estrada Ready Mix R4060.AEWR / 6.00 Sacks / 4,000 psi Concrete for Bridge Slabs, Top Slabs, and Approach Slabs 1/29/2024 32 13 13 Mix Design Estrada Ready Mix R4560.AEWR/ 6.00 Sacks / 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design GCH Concrete Services GCH4000 4000 psi Concrete for for Sidewalks, Ramps, Headwalls, Inlets, and Storm Drain Structures 9/9/2022 03 3000 Mix Design GCH Concrete Services GCHVS 4000 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design GCH Concrete Services GCH4500 4500 psi Concrete Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-70J23504 3000 psi Concrete for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-147QW5D5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-056PS5D5 4000 psi Concrete Machine Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-161UV5DM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 2MWR-10MQS50N 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates C47PV5E5 3000 psi Concrete Mix for Sidewalks, ADA Ramps 4/7/2023 03 3000 mix Design Ingram Concrete & Aggregates IOLQS50N 3,600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 3000 Mix Design Ingram Concrete & Aggregates 161PS5EM 4500 psi Concrete Mix for Hand Placed Paving FORT WORM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. C I ... ifi-tion Manufacturer Model No. National Spec Concrctc(Con inucd) 9/9/2022 03 3000 Mix Design Holcim- SOP, Inc. 5177 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 Mix Design Holcim - SOR, Inc. 1261 3000 psi Concrete Mix for Sidewalks 9/9/2022 4 30 00 Mix Design Holcim - SOP, Inc. 2125 4500 psi Concrete for HES Paving 9/9/2022 03 3000 Mix Des# Holcim- SUR, Inc. 1701 4000 psi Concrete Mix for Storm Drain Structures, Sanitary Sewer Manholes, Junction Box 9/9/2022 03 3000 Mix Dest, Holcim - SOR, Inc. 5409 4000 psi Concrete Mix for Sidewalks, Inlets 9/9/2022 03 3000 Mix Des ri F Holcim - SOR, Inc. 5507 4500 qsi Concrete Mix for Hand Placed Paving 12/15/2022 3 30 00 Mix Des Holcim- SOR, Inc. 3741 100 psi concrete for Flwable fiWCSLM 9/9/2022 04 30 00 Mix Desp Holcim - SOR, Inc. 5017 200 psi Concrete for Base Material for Trench Repair 9/9/2022 03 3000 Mix Desp Holcim - SOR, Inc. 9600 3600 psi Concrete for Drill Shafts/Lighting and Traffic Sigal Foundations 9/9/2022 03 3000 Mix Desp Holcim- SOR, Inc. 1851 4500 psi Concrete for Storm Drain Structures, Hand Placed Paving 12/5/2022 4 30 00 Mix Desgp Holcim - SOR, Inc. 1822 3600 psi Concrete for Drilled Shafts/Lghting and Traffic S' l Foundations 9/9/2022 03 30 00 Mix Des p Holcim - SOR, Inc. 1859 4000 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 9/9/2022 03 30 00 Mix Design Holcim - SOR, Inc. 1551 3000 psi Concrete Mix for Blocking 4/7/2023 03 3000 Mix Design Liquid Stone C301 D 3,000 psi Concrete for Sidewalks, Approaches, and Driveways. 4/27/2023 03 3000 Mix De' Liptnd Stone C361DNFA 3,600 psi Concrete for Re ' 'p�WA drivewa�, jup tt'onpog apron, approach 4/7/2023 03 30 00 Mix Dep Lipmd Stone C361DHR 3,600 psi Concrete for S Lighting an Tra c Signa Foundations 1 /24/2023 03 30 00 Mix Design Liquid Stone C451 DHR-A 4500psi Concrete for HES Paving 9/9/2022 03 30 00 Mix Design Martin Marietta R2132214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta D9490SC 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Desjpti Marlin Marietta R2131214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Deslpn Marlin Marietta R2131314 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Des1ip Martin Marietta R2136014 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2136214 3,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Desp Martin Marietta R2141224 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 3000 Mix Desp Martin Marietta R2141024 4,000 psi Concrete for Sidewalks & Ramps 9/9/2022 03 30 00 Mix Des( Martin Marietta R2136224 3,600 psi Concrete for Curb Inlets 9/9/2022 03 3000 Mix Desp Martin Marietta R2141233 3,600 ri Concrete for Storm Structures, Inlets, Blocking & Encasement 9/9/2022 03 3000 Mix Design Martin Marietta FLOW25A 50 ysi Concrete for Flowable Fill/CLSM 9/9/2022 03 3000 Mix Design Marlin Marietta R2142233 3,61f0 psi Concrete for Manholes, Inlets & Headwalls 9/9/2022 03 3000 Mix Design Marlin Marietta R2146333 3,600 psi Concrete for Manholes, Inlets & Headwalls, Concrete Encasement 9/9/2022 03 3000 Mix Design Marlin Marietta R21412304,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 3000 Mix De*p Martin Marietta R2146035 4,000 psi Concrete for Manholes, Inlets & Headwalls, Valve Pads 9/9/2022 03 3000 Mix Den Martin Marietta R2146335 4,500 psi Concrete for Hand Placed Payer, Inlets, Storm Drain Structures 11/2/2022 32 13 13 Mix Design Martin Marietta Q214IN27 4,000 psi Concrete for Machine Placed paving 11/2/2022 32 13 13 Mix Design Martin Marietta Q2141 K30 4,000 psi Concrete for Machine Placed Paving 11/2/2022 32 13 13 Mix Desp Martin Marietta R2146N36 4,500 psi Concrete for Hand Placed Paving 11/15/2022 33 13 13 Mix Desipri Marlin Marietta R2146K36 4,500 psi Concrete for Hand Placed Pal- 11/15/2022 34 13 13 Mix Deslt Marlin Marietta R2146P36 4,500 psi Concrete for Hand Placed Pavnn_ 11/2/2022 32 13 13 Mix Design Martin Marietta R2146K36 4,500 psi Concrete for Hand Placed Pav47g 11/2/2022 32 13 13 Mix Design Martin Marietta R2146N35 / 6.11 sacks / 4,500 si concrete for Hand Place Paving, Inlets, Manholes, Headwalls I1/2/2022 32 13 13 Mix Desp, Martin Marietta R2146K34 4,000 psi Concrete for Inlets, Manholes, Headwalls 11/2/2022 32 13 13 Mix Design Martin Marietta R2141N24 4,000 psi Concrete for Sidewalks and Raw�qD ` 11/2/2022 32 13 13 Mix Design Martin Marietta R214IK24 4,000 psi Concrete for Junction Boxes, Sidewalks and Ramps 9/9/2022 03 3000 Mix Design Martin Marietta R2146038 4,500 psi Concrete for Inlets, Storm Drain Structures 9/9/2022 03 3000 Mix Design Martin Marietta R2146036 4,500 psi Concrete for Hand Placed Paving, Inlets 9/9/2022 03 3000 Mix Design Marlin Marietta R2146042 4,500 si Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2146242 4,506 psi Concrete for Hand Placed Pal- 9/9/2022 03 3000 Mix Design Martin Marietta R2146236 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta D9493 SC 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design Martin Marietta R2147241 4,500 psi Concrete for Hand Placed Paving 4/1/2023 32 1320 Mix Design Martin Marietta R2136N14 / 5.00 sacks / 3,000 psi concrete for Sidewalks 4/1/2023 03 3000 Mix Design Martin Marietta R21461`33 / 6.01 sacks / 4,000 psi concrete for Bridge Deck 4/1/2023 03 3000 Mix DesjpJi Martin Marietta R2146033 4,000 psi Concrete for Ripmp 4/7/2023 32 13 20 Mix Design Martin Marietta R2136K14 3,000 psi concrete for sidewalks and ramps 4/7/2023 32 13 13 Mix Design Martin Marietta R216IK70 6,000 psi (3,000 psi (a, 24 Ins.) for HES Paving 4/l/2023 03 3000 Mix Design Martin Marietta 310LBP 3,600 psi Concrete for Retaining Waits 5/22/2023 32 13 13 Mix Design Martin Marietta R2146K37/6.22 sack / 4,500 psi Concrete for Hand Placed Paving 4/1/2023 03 3000 Mix Design Martin Marietta R2141030 4,000 psi Concrete for Ripmp FORT WORM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Classification Manufacturer ModO No. National Spec Concrotc(Con inucd) 5/3/2023 03 3000 Mix Design Martin Marietta M7842344 4,000 psi Concrete for Bridge Deck 6/1/2023 32 1320 Mix Design Martin Marietta R2136R20 3,000 psi Concrete for Sidewalks and Ramps 6/1/2023 32 1320 Mix Design Martin Marietta R2136N20 3,000 psi Concrete for Sidewalks and Ran ips 6/27/2023 03 3000 Mix Design Martin Marietta U2146N41 / 6.44sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Traffic Signal Foundations 6/27/2023 03 3000 Mix Design Martin Marietta U2146K45 / 6.65 sacks / 3,600 psi Concrete for Drilled Shafts / Lighting and Trafic Signal Foundations 8/4/2023 03 3000 Mix Design Martin Marietta U21461141 / 6.44 sacks / 4,500 psi Concrete for Drilled Piers/Light Pole bases. 8/4/2023 03 3000 Mix Design Martin Marietta R2136R14 / 5.00 sacks / 3,500 psi Concrete for Sidewalks and Ramps 8/4/2023 32 1320 Mix Design Martin Marietta R2141R24 / 5.53 4,000 psi Concrete for Junction Box, Box Culvert, Sidewalks and Ramps. 8/4/2023 03 3000 Mix Des' Martin Marietta R2146R35 / 6.11 4,500 psi Concrete for Inlets, Manholes, and Headwalls 8/4/2023 32 13 13 Mix Desgtn Martin Marietta R2146R36 / 6.17 4,500 psi Concrete for Hand Placed Paving 8/30/2023 03 3000 Mix Des to Martin Marietta R214IR30 / 5.85 SK/ 4,000 QQsi Concrete for Box Culverts & Headwalls 8/4/2023 32 13 13 Mix Desn Martin Marietta Q2141 R27 / 5.69 sacks / 4,000 psi Concrete for Machine Placed Pam 11/20/2023 03 3000 Mix Design Martin Marietta R2146R33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes 11/20/2023 03 3000 Mix Design Martin Marietta R2146K33 / 6.01 Sacks / 4,000 psi Concrete Mix for CIP Sewer Manholes. 12/22/2023 32 13 13 Mix Design Martin Marietta R2146R44 / 6.60 Sacks / 4,500 psi Concrete Mix for Hand Placed Paving 12/22/2023 32 13 13 Mix Des n Martin Marietta R2146K44 / 6.60 Sacks / 4,500 Qsi Concrete Mix for Hand Placed Paving 9/9/2022 32 13 20 Mix Design NCS Redi Mix NCS5020A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks 9/9/2022 03 3000 Mix Design NBR Ready Mix TX C-YY 3000 psi Concrete Mix for Curb Wets 9/9/2022 03 3000 Mix Desp'n NBR Ready Mix TX C-NY 3000 psi Concrete Mix for Curb Inlets 9/12/2023 03 3000 Mix Desgn NBR Ready Mix CLS Pl-YY / 6.00 Sacks / 4,000 psi Concrete for Collars, Manholes, Box Culverts 10/4/2023 03 3000 Mix Design NBR Ready Mix CLS A-YY 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 03 30 00 Mix Desgn NBR Ready Mix CLS A -NY/ 5.00 Sacks / 3,000 psi Concrete for Sidewalks & Ramps, and Curb & Gutter 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF-YY / 5.50 Sacks / 3,600 psi Concrete for Machine Placedd Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix TX C SF -NY 5.50 Sacks / 3,600 psi Concrete for Machine Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-YY / 6.50 Sacks / 4,500 psi Concrete for Hand Placed Paving 10/4/2023 32 13 13 Mix Design NBR Ready Mix CLS P2-NY / 6.50 Sacks / 4,500 psi Concrte for Hand Placed Paving 10/4/2023 03 34 13 Mix Design NBR Ready Mix FTW FLOW FELL / 150 psi concrete for Flowable 7/10/2023 03 3000 Mix Desigg Osborn 30A50MR / 5 SK / 3,000 psi Concrete for Sidewalks 7/10/2023 32 13 13 Mix Des' gin Osborn 45A60MR / 6 SK / 4,500 psi Concrete for Hand Placed Paving I /24/2023 03 30 00 Mix Des�gin Rapid Redi Mix RRM6320AHP 4500Psi Concrete for Hand Placed Paving I/24/2023 03 3000 Mix Desn Rapid Redi Mix RRM5525A 3600 si Concrete for Valley Gutters, Sidewalks, Approaches, ADA Ramps I /18/2023 03 3000 Mix Desgn Rapid Redi Mix RRM6020ASS 40�psi Concrete for Strom Drain Structures I /18/2023 03 3000 Mix Desgn Rapid Redi Mix RRM5320A 3000 psi Concrete for Blocking 1/18/2023 03 3000 Mix Design Rapid Redi Mix RRMS020A 3000 psi Concrete for Curb, Gutter, Driveways, Sidewalk, Ramps 9/9/2022 03 3000 Mix Design Redi-Mix DCA2E554 3000 psi Concrete Mix for Rip Rap 9/9/2022 03 3000 Mix Design Redi-Mix VOR 1524 3000 psi Concrete Mix for Curb & Gutter 9/9/2022 03 34 13 Mix Des' 00 Redi-Mix FOC10021215psi FlowableFill -CLSM 9/9/2022 03 30 00 Mix Desgn Redi-Mix 10J11524 3000 psi Concrete Mix for Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Redi-Mix 10J11504 3000 psi Concrete Mix for Sidewalks 9/9/2022 03 3000 Mix Design Redi-Mix 10L11504 / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks, Curb & Gutter, Sewer Manhole, Inlets, & Junction Boxes 9/9/2022 03 3000 Mix Desgn Redi-Mix 10L11524 / 6.00 Sacks / 4,000 y�i Concrete Mix Manholes, Inlets, Junction Boxes, Headwalls 9/9/2022 03 3000 Mix Design Redi-Mix 1RJ11524 3500 psi Concrete Mix for Thrust Blocks, Valve Pads 9/29/2022 03 3000 Mix Design Redi-Mix IOL21524 4000 psi Concrete Mix for Manholes 9/9/2022 03 3000 Mix Design Redi-Mix 15611524 4000 psi Concrete Mix for Cast -in -Place Storm Drain Structures 9/9/2022 03 3000 Mix Design Redi-Mix 1OL115E4 3600 psi Concrete Mix for Bridge substructures 9/9/2022 03 3000 Mix Design Redi-Mix 156115D4 4000 psi Bridge Slabs 9/9/2022 03 34 13 Mix Design Redi-Mix F35238VN100}}��siFlowableFill -CLSM 9/9/2022 03 34 13 MixDesin Redi-Mix F0D138VM106psiFlowableFID-CLSM 9/9/2022 03 34 13 Mix Des Redi-Mix 1OJ11554 3000 si Concrete Mixfor -Rap 9/9/2022 03 30 00 Mix Design Redi-Mix POG138K9 100�psi Concrete Mix for reach Repair Base Material 9/9/2022 03 3000 Mix Desgn Redi-Mix 10K11524 3600 psi Concrete Mix for Encasement 9/9/2022 03 3000 Mix Design Redi-Mix 1ON11507 4500 psi (2600 psi (7) 24Inrs.) Concrete Mix for HES Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1ON11504 5000 psi (3600 psi (7) 2 days) Concrete Mix for HES Paving 9/9/2022 03 3000 Mix Design Redi-Mix 50K11524 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 1OM115D4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 9/9/2022 03 3000 Mix Design Redi-Mix 10M11524 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 10M11504 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Design Redi-Mix 145CDSP4 4500 psi Concrete Mix for Hand Placed Paving, Storm Drain Structures 11/2/2022 03 3000 Mix Design Redi-Mix 145P25P4 4500 psi Concrete for Storm Drain Structures 12/5/2022 03 3000 Mix Design Redi-Mix 10K115C4 3500 psi Concrete for Thrust Blocks, Valve Pads 12/5/2022 03 3000 Mix Design Redi-Mix 156115C4 4000 psi Concrete for CfP Storm Drain Structures 12/5/2022 03 3000 Mix Design Redi-Mix 10L115C4 3600 psi Concrete for Manhole, Inlet, Junction Box, Headwall 5/15/2023 03 3000 Mix Design Redi-Mix 80LI15D5 3600 psi Concrete for Drilled Shafts/Lighting and Traffic Signal Foundations 5/15/2023 03 3000 Mix Design Redi-Mix 1ONI 15D6 Slurry Displacement Shafts, Underwater Drilled shafts 9/9/2022 03 34 13 Mix Design SRM Concrete 30000 3,000 psi Concrete for Sidewalks and Ramps, Curb & Gutter 9/9/2022 03 34 13 Mix Design SRM Concrete 40050 4,000 psi Concrete for Headwalls, Retaining Wall, Collars 9/9/2022 03 3000 Mix Design SRM Concrete 35023 3,600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 40068 3,600 psi Concrete for Machine Placed Paving FORT WORM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Classification Manufacturer Modd No. National Spec Concretc(Con inued) 9/9/2022 03 3000 Mix Design SRM Concrete 45300 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 45000 4,500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Design SRM Concrete 40326 4,500 (3,00 (�-, 3-days) psi Concrete for LIES Paving 9/9/2022 03 3000 Mix Design SRM Concrete 35022 3,600 psi Concrete for Junction Box, Retaining Walls 9/9/2022 03 3000 Mix Design SRM Concrete 30050 3,000 psi Concrete for Sidewalks, Ramps, Inlets, Junction Boxes, Thrust Blocks, Curb and Gutter, Driveways, Barrier Ramp 2/10/2023 03 3000 Mix Design SRM Concrete 50310 5,000 psi Concrete for HES Paving 1 /13/2023 32 13 13 Mix Design SRM Concrete 45023 4,500 psi Concrete for Hand Placed Paving 5/5/2023 03 3000 Mix Des' SRM Concrete D100008553CB 4,000 psi Concrete for B e Qroach Slab, Deck Slab 9/9/2022 03 30 00 Mix Desgn Tarrant Concrete FW60AHP 4500 psi Concrete Mix for Handd lac Paving 9/9/2022 03 3000 Mix Desp Tarrant Concrete FW6020AHP 4500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Desp Tarrant Concrete TCFW6020AHP 4500 nnsi Concrete Mix for Hand Placed Pavu4 9/9/2022 03 3000 Mix Design Tarrant Concrete FW752( 4500 (3600 psi a, 3-dayk) psi Concrete HES Paving9/9/2022 03 3000 Mix Design Tarrant Concrete FW6520AMR 4500 (3000 psi 3-days) psi HES Paving 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5520AMP 3600 psi Concrete for Machine Placed Paving 9/9/2022 03 3000 Mix Des' Tarrant Concrete FW5320A 3000 psi Concrete Mix for Blocking 9/9/2022 03 34 13 Mix Desi Tarrant Concrete FWFF150CLSM 50-150 psi Flowable Fill -CLSM 9/9/2022 03 34 13 Mix Design Tarrant Concrete FWFF275 50-150 psi Flowable Fill -CLSM 9/9/2022 03 3000 Mix Design Tarrant Concrete FW6020A2 4000 psi Concrete Mix for Storm Drain Structures 10/10/2022 03 3000 Mix Desp Tarrant Concrete TCFW6025A2 4000 psi Concrete for Manholes 10/10/2022 03 30 00 Mix Design Tarrant Concrete TCFW5020A 3000 psi Concrete for Sidewalks 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5025A 3000 psi Concrete Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design Titan Ready Mix 3020AE 3000 psi Concrete for Sidewalks 9/9/2022 03 3000 Mix Design Tarrant Concrete CP5020A 3000 psi Concrete Mix for Curb and Gutter 9/9/2022 03 3000 Mix Design Tarrant Concrete FW5525A2 3600 psi Concrete Mix for Sidewalks, Drive Approaches, ADA Ramp 9/9/2022 03 3000 Mix Design Titan Ready Mix TRC4520 4500 psi Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix Des' True Grit Redi Mix 0250.230 3000 Ti Concrete Mix for Flatwork, Curb & Gutter, Driveways, Sidewalks. ADA Ramps 9/9/2022 03 30 00 Mix Desgn es True Grit Redi Mix 270.230 5000 i Concrete for Hand Placed Paving 9/9/2022 03 3000 Mix True Grit Redi Mix 0250.23, 300U psi Concret Mix for Curb & Gutter, Driveways, Sidewalks, ADA Ramps 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0260.2302 4000 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0255.2301 3600 psi Concrete Mix for Machine Placed Paving 9/9/2022 03 3000 Mix Design True Grit Redi Mix 0260.23014500 psi Concrete Mix for Hand Placed Paving 9/9/2022 03 3000 Mix Des' onWildcatter True Grit Redi Mix 0265.23014500 qsi Concrete Mix for Vallei Gutters, Hand Placed Paving 11/30/2023 32 13 13 Mix Des Redi-Mix 3620AI / 6.00 Sacks / 3,600 psi Concrete Mix for Machine Placed Paving 11/20/2023 32 13 13 Mix Design Wildcatter Redi-Mix 4520AI / 6.50 Sacks / 4,500 psi Concrete Mix for Hand Placed paving 11/20/2023 03 3000 Mix Design Wildcatter Redi-Mix 3020AI / 5.00 Sacks / 3,000 psi Concrete Mix for Sidewalks and Inlets 11/30/2023 03 3000 Mix Design Wildcatter Redi-Mix 4020AI / 6.00 Sacks / 4,000 psi Concrete Mix for Sidewalks and Inlets 9/9/2022 03 3000 Mix Design Wise Redi Mix 3678 3600 psi Concrete Mix for Lighting and Traffic Signal Foundations As halt Paviq ; 9/9/2022 : 2 16 Mix D.jr Austin Asphalt FT5D137965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt DA5D135965 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Austin Asphalt FT5Bl 17965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Desii .Austin Asphalt FTIB139965 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Desp Austin Asphalt FT Bl 17.2 PG64-22 TypG B Fine Base 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 1901 D PG64-22 Type D Hine Surface 9/9/2022 32 12 16 Mix Design Reynolds Asphalt 11128 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Remolds As halt 1612B PG64-22 Type B Fine Base 11/20/2023 32 12 16 Mix Design Remolds As. all 2101 D PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design Sunniount Paving 341 DV6422 PG64-22 Type D Fine Surface 11/26/2022 32 12 16 Mix Design Sunmount Paving 340DV6422 PG64-22 Type D Fine Surface 12/5/2022 33 12 16 Mix Design Sunrtiount Paving 3076BV6422 PG62-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design Sumnount Paving 341-RRAP6422ERG PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 37-211305-20 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 44-211305-17 PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 211305 (1757) PG64-22 Type B Fine Base 9/9/2022 32 12 16 Mix Design TXBIT 222475 (1857) PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 29-222475-19 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 1-222475-20 PG64-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 64-224125-18 PG70-22 Type D Fine Surface 9/9/2022 32 12 16 Mix Design TXBIT 12-222475-19 PG64-22 Type D Fine Surface FORT WORM CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Classification Manufacturer Model No. National Spee Detectable Warn' n Surface 9/9/2022 32 1320 DW$ - Pavers Pine Hall Brick (Winston Salem, NC) Tactile Pavers 9/9/2022 32 1320 DWS -Pavers Western Brick Co. (Houston, TX) Detectable Warning Pavers 9/9/2022 32 1320 DWS - Composite Engineered Plastics, Inc. (Williamsville, I Armor Tile 9/9/2022 32 1320 DWS - Composite ADA Solutions (Wilmington, MA) Heritage Brick CIP Composite Paver 4/7/2023 32 1320 DWS - Pavers ADA Solutions (Wilmington, MA) Detectable Warning Pavers Silicone Joint Sealant 9/9/2022 132 13 73 lJoint Sealant Dow 0SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5993 9/9/2022 32 13 73 Joint Sealant Tremco 0SL - Cold Applied, Single Component, Silicone Joint Sealant ASTM D5893 9/9/2022 32 13 73 Joint Sealant Pecora 05E -Cold Applied, Siggle Component, Silicone Joint Sealant EadSaver ASTM D5893 9/9/2022 32 13 73 Joint Sealant Crafco Silicone - Col�df Applied, Single Component, Silicone Joint Sealant ASTM D5893 Utilltv'l'rench Embedment Sand 9/9/2022 33 05 10 Embedment Sand Silver Creek Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Crouch Materials Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand F and L Dirt Movers Utility Embedment Sand ASTM C33 9/9/2022 33 05 10 Embedment Sand Tin Top Martin Marietta Utility Embedment Sand ASTM C33 Storm Sewer - Manholes & Bases/Frames & Covers/Standard Round) 33-05-13 9/28/2018 33 05 13 Manhole Frames and Covers Aa:uCast (Govind 'tee] Company, LTD) MHRC #220605 f Size - ••24" Dial ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Cover Neenah Foundry NF-1274-T91 (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry NF-1743-LM (Hinged) (Size - 32" Dia.) ASTM A48 AASHTO M306 9/28/2018 33 05 13 Manhole Frame Neenah Foundry NF-1930-30 (SiLe - 32.25" Dia.) ASTM A48 AASFPTO M306 9/28/2018 33 05 13 Manhole Frames and Covers Neenah Foundry R-1743-IIV (Size - 32" Dial ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2279ST (Size - 24" Dial ASTM A48 AASHTO M306 4/3/2019 33 05 13 Manhole Frames and Covers SIP Industries ++ 2280ST (Size - 32" Dia.) ASTM A48 AASHTO M306 10/8/2020 33 05 13 Manhole Frames and Covers EJ ( Formalll East Jordan Iron Works) EJ1033 Z2/A (Size - 32.25" Dial ASTM A536 AASHTO M306 -Note: All new development and new installation manhole lids Mal meet the minimum 30-inch opening requirement as specified in City Specification 33 0513. Any smaller opening sizes will only be allowed for existing manholes that require replacement frames and covers. FORTWORTH, CITY OF FORT WORTH TRANSPORTATION/PUBLIC WORKS DEPARTMENT STANDARD PRODUCTS LIST AS OF 01/29/2024 Approval Spec No. Classification Manufacturer Modd No. National Spec Storm Sewer - Inlet & Structures 33-05-13 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-1 Ox3-405-PRECAST** (Size - 10' X 39 ASTM C913 10/8/2020 33 49 20 Curb Inlets Fortenra FRT-lOx3-406-PRECAST** (Size - 10' X 3') ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterra FRT-lOx4.5-407-PRECAST** (Size - 10' X 4.51 ASTM C913 10/8/2020 33 49 20 Curb Inlets Forterrra FRT-1 Ox4.5-020-PRECAST** (Size - 10' X 4.51 ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-4X4409-PRECAST-TOP (Size - 4' X 49 ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-4X4409-PRECAST-BASE (Size - 4' X 4) ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-5X5410-PRECAST-TOP (Size - 5' X 5') ASTM C913 10/8/2020 33 3920 Manhole Fortertra FRT-5X5410-PRECAST-BASE (Size - 5' X 59 ASTM C913 10/8/2020 33 3920 Manhole Forterrra FRT-6X6411-PRECAST-TOP (Size - 6' X 69 ASTM C913 10/8/2020 33 3920 Manhole Forternm FRT-6X6411-PRECAST-BASE (Size - 6' X 61 ASTM C913 3/19/2021 33 49 20 Curb Inlets Thompson Pete Group TPG-1 OX3-405-PRECAST INLET** (Size - 10' X 3� ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pre Group TPG-15X3-405-PRECAST INLET** (Size - 15' X 3� ASTM 615 3/19/2021 33 49 20 Curb Inlets Thompson Pipe Group TPG-20X3-405-PRECAST INLET** (Size - 20' X 71 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-109-PRECAST TOP (Size - 4' X 41 ASTM 615 3/19/2021 33 3920 Manhole Thompson Ppe Group TPG-4X4-109-PRECAST BASE (Size - 4' X 41 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-4X4-412-PRECAST 4-FT RISER (Size - 4' X 4') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5410-PRECAST TOP (Size - 5' X 51 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-5X5410-PRECAST BASE (Size - 5' X 51 ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pepe Group TPG-5X5412-PRECAST 5-FT RISER (Size - TX 5') ASTM 615 3/19/2021 33 39 20 Manhole Thompson Pipe Group TPG-6X641 I -PRECAST TOP (Size - 6' X 61 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6411-PRECAST BASE (Size - 6' X 61 ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-6X6412-PRECAST 6-FT RISER (Size - 6' X 6') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-7X7411-PRECAST TOP (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Ppe Group TPG-7X7411-PRECAST BASE (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson Pre Group TPG-7X7412-PRECAST 4-FT RISER (Size - TX T) ASTM 615 3/19/2021 33 3920 Manhole Thompson PFe Group TPG-8X8411-PRECAST TOP (Size - 8' X 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X841 I -PRECAST BASE (Size - 8' X 8') ASTM 615 3/19/2021 33 3920 Manhole Thompson Pipe Group TPG-8X8412-PRECAST 5-FT RISER (Size - 8' X 8') ASTM 615 3/19/2021 33 49 20 Drop Inlet Thompson Pipe Group TPG-4X4408-PRECAST INLET (Size - 4' X 4� ASTM 615 3/19/2021 33 49 20 Drop hrlet Thompson Pipe Group TPG-5X5408-PRECAST INLET (Size - 5' X 5l ASTM 615 3/19/2021 33 49 20 DroQ Inlet Thop��PPson Pipe Group TPG-6X6-408-PRECAST INLET (Size - G X 6� ASTM 615 8/28/2023 33 49 10 Manhole Old astle Precast 4' x 4' Stacked Manhole (Size - 4' X 4) ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box (Size - 5' X 8') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 4' x 4' Storm Junction Box (Size - 4' X 4') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 5' Storm Junction Box (Size - TX 5') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 6' x 6' Storm Junction Box (Size - 6' X 6') ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 8' x 8' Storm Junction Box Base Size - 8' X 81 ASTM C478 8/28/2023 3349 10 Manhole Oldcastle Precast 5' x 8' Storm Junction Box Base Size - 5' X 8j ASTM C478 8/28/2023 3349 10 Manhole Rinker Materials Reinforced 48" Diameter Spread Fooling Manhole (Size - 4' X 4') ASTM C433 8/28/2023 33 3920 Curb Inlet 10'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 15'x 3' Riser Thompson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 8/28/2023 33 3920 Curb Inlet 20' x 3' Riser Thomson Pipe Group Inlet Riser (Size - 3 FT) ASTM C913-16 1/12/2024 33 49 20 Drop Inlet AmeriTex Pipe &Products Drop Inhe (4' X 41 ASTM C913 1/12/2024 33 49 20 Drop IiiI I AmeriTex Pipe &Products Drop Inhe (5' X 51 ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 4'x4' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 5'x5' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 5' Precast Tansition MH (4' MH on the top of 5' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 6x6' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 6' Precast Tansition MH (4' MH on the top of 6' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Precast 8'x8' Storm Junction Box ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products 8' Precast Tansition MH (4' MH on the top of 8' JB) ASTM C913 1/19/2024 33 49 20 Manhole AmeriTex Pipe &Products Type C Storm Drain Manhole on Box (4' MH on the ton of RCB) ASTM C913 "Note: Precast inlets are appoved far the stage l portion of the structure (basin) only. Stage II portion of the structure are required to be cast in -place. No exceptions to this mquirenteni shall be allowed. Storm Sewer - Pipes & Boxes 33-05-13 4/9/2021 3341 13 Storm Drain Pipes Advanced Drainage Systems, Inc. (ADS) ADS I IP Storm Polypropylene (PP) Pipe (Sizes - 12" - 60") ASTM F2881 & AASHTO M330 8/28/2023 3349 10 Storm Drain Pipes Rinker Materials Reinforced Concrete Pipe Tongue and Groove Joint Pipe (Size - 21" or larger) ASTM C76, C655 8/28/2023 3349 10 Culvert Box Rinker Materials Reinforced Concrete Box Culvert (Sze - Various) ASTM C789, C850 10/12/2023 3341 10 Storm Drain Pipes AmeriTex Pipe &Products Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/12/2023 3441 10 Culvert Box AmcriTcx Pipe &Products Reinforced Concrete Box Culvert (sac - Various)) ASTM C1433,C1577 10/18/2023 3541 10 Storm Drain Pipes The Turner Co. Reinforced Concrete Pipe Tongue and Groove Joint Pipe* (Size - 15" or larger) ASTM C76, C506 10/18/2023 3641 10 Culvert Box The Turner Co. Reinforced Concrete Box Culvert (size - Various) ASTM C1433,C1577